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HomeMy WebLinkAboutBP17-025PERMIT # BD F I -� DATE: t� i I up: ��Uaj SECTION I �� as BLOCK LOT a6 TYP E 0 F WO R K �h �i'1 IfP i, /�ed b"S> &e✓1 JOB LOCATION 4 ON LO, OWNER " X 1- L �� Ja.J�- CONTRACTOR r i'-f1'leY-S Lb _ �e o7� - }6� Qt �ST. O # > f-ICY��I T O # FEE DATE ✓C al- l35 A�:�22 t -o INSPECTION ECOf-tu DATI NSP E - , �b FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING [�J RGH PLUMBING , GAS,,/ SPRINKLER) ELECTRIC (s,� LOW -VOLT ALARM AS BUILT FINAL -tr l cccl cyf )u L'`�r AS-BUIL=PRIOR REQUIVCNA� + I + 15I le) FINfSHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT 7*= _ GG Le a ---- �� oQ (m�LK fi re l� w N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 96%AFUE in upflow and horizontal positions, - Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W C. and cabinet air leakage less than 1.4% at 0.5 in. W.C. when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications (0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420) with accessory (order separately) • Low NOx units are designed for Calitomta installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 nglJ NOx emissions requirement. TOUGHER • Flame roll--out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ primary heat exchanger • Stainless steel secondary heat exchanger riustrafinns and photographs are only representative. • High temperature limit control prevents overheating some product modeis may vary. • Direct ignition with Silicon Nitride ignitor • High quality, corrosion-resistant, prepainted steel cabinet tWARNING EASIER TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury, air death, and/or property damage. • 24 VAC humidifier terminal &electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35" (889mm) high.for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit js • innovative knobs for easydoor removal and secure installed. Failure to follow this warning could result in personal injury, attachment death, and/or property damage. • Factory shipped for natural gas, with propane gas conversion kits available • of s r Qy Four position-upflow/downflow/horizontal (lefgright) installation • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal A.%AF,ruteimna B%on�(AFA) applications with accessary(order separately) a • Concentric vent available THIS'MODeL • Self diagnostics with super bright LED L.141J • Slide out heat exchanger and blower assembly a1 LIMITED WARRANTY , 78% 82% Mao 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty c€an€i€D - With timely registration, an additional 5 year parts limited warranty * For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Use of to AIHRI Cartnad TM Mark indicates a enufad.,er parac�patm rn the p,ogram Hor other applications. �r i�•tart of a to�,a dNd.al proda� go m wawahndneetcryorg Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) UpflowlHz Downflow @.5 in.W.C.(125 Pa) Inches(Millimeters) Lbs(Kg) N9MSE0261408A 40,000 96.0% 95.0% 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 120(54) N9MSE0401410A 40,000 96-0% 95.0% 625-905 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 123(55) N9MSE0401712A 40.000 96.0% 95.0% 650-1050 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 134(61) N9MSE0601410A l 60.000 95.5% 95.0% 675-1130 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 127(57) N9MSE0601714A 60,000 96.0% 95.0% 650-1420 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 144(65) N9MSE0801716A 80.000 96.0% 95.0% 810-1600 35 x 17-1/2 x 29-1/2 (889 x 445 x 750) 154(69) N9MS 0802120A 80,000 96.0°% 95.0% 1335-1970 35 x 21 x 29-1/2(889 x 533 x 750) 162(73) N9MSEI002114A 100,000 96.0% 95.0% 915-1545 35 x 21 x 29-1/2 (889 x 533 x 750) 169(76) N9MSE1002120A 1 100,000 96.0% 95.0% 1345-2065 35 x 21 x 29-112(889 x 533 x 750) 169(76) N9MSE1202420A 1 120,000 96.0% 95.0% 1 1320-2105 1 35 x 24-1/2 x 29-1/2(889 x 622 x 750) 186(84) N9MS 1402420A 1 140,000 1 96.0% 94.4%& 1 1290-2035 35 x 24-1/2 x 29-1/2 (889 x 622 x 750) 190(86) Specifications are subject to change vnMaut notice. 440 11 4403 05 1213118 NXA6 "MF-.dV� Performance Series HEATING & COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 1 1/z THRU S TONS SPLIT SYSTEM 208 / 230 Volt, I-phase, 60 Hz `` "'• REFRIGERATION CIRCUIT • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation • Copper tube/aluminum fin coil ��r�iu�rrrrr�� rr �n,� rrNrrr EASY TO INSTALL AND SERVICE • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST rr�i�il�rlfrr���rrr�rrrr�fi� i • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins • Coated, weather-resistant cabinet screws • Coated inlet grille with 3/8" (10mm) spacing for extra r� protection LIMITED WARRANTY* EN v STAR �t ' , efli Ad to en * 5 year compressor limited warranty � `"poper a° atold to achieve rated capacity and effiaerecy. Irustallr flow areation of * 5 year parts limited warranty (including compressor and this product shouA folly the manufacturer's retngeram coil) propchwging and air Harr insnay re s. Failure ener to confirm proper and airfiaw may reduce�ergy elfidency -With timely registration, an additional 5 year parts limited and Shorten equ,pawd Irfe. warranty (including compressor and coil) * For owner occupied, residential applications only. See warranty certificate for complete details and UL CERTIFIED.. �$ restrictions, including warranty for other applications. hridirectory.org 'A LISTED Use of the AFIRI Certified TM Mark indicates a manufacturer's participation in the program.For verification of certification for indnndual products. go to w ,ahridirectory.org. Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship I Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight lbs.(kg) NXA618GKA 1 18,000 11 8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) 32-5/16 x 31--3/16 x 31-3/16 188/ 153 NXA630GKA 2';'_ 30,000 16.8 25 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5/16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 3 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/120) NXA660GKB 5 60,000 32.4 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) Specifications subject to change vehout notiw 421 11 6201 05 5/17/19 Z `Rom tv"I� KIN FIEL EVELOPMENT CLUSTER "O" INTERNATIONAL DRIVE RYE BROOK, NEW YORK SC RYE BROOK PARTNERS9 LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 00�oill,lililliiiiiiililiilllllllllllllI NYS Uniform Fire Prevention 8 Uniform Building Code: --- — -- 2015 International Building Code,3rd printing2015 International Residential Code,2nd printing - ------ --2015 International Fire Code,3rd printing 2015 International Energy Conservation Code,2nd printing - 2015 International Plumbing Code,3rd printing 2015 International Mechanical Code,3rd printing - 2015 International Fuel Gas Code,3rd printingFQA 2014 National Electrical Code ��� LJLJ � � � � i 2016 Uniform Code Supplements � 1 2016 Energy Conservation Code Supplement � � � � � - 2009 ICC 717.1 Accessible 8 Usable Building and Facilities - Project Criteria: 2 ROSE LANE 4 ROSE LANE 6 ROSE LANE Use Group: R 2 Construction Type: 5B Area: 10,274 sq.ft. 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C 1 0 11 A G 305.92 D FLI 294.00 g L 'O Y 18 ' m A Z p m � 7 YL F 1 0.00 w/o 18 p H n FLl 295.50 FLI 306. A r C 1 G305.92 ZR .42 G 293.42 23 A 294.33 G 305.92 `" > 5 _ Z 9 � Z m m C2 1309.00 H 16 % G 16 3 308.42 Z 21 C 1 G 294.92 .42 �s�` - O FLIw oso BR $ y 7 C2 r ' YR Z G 294.92 �^ 14 0 FL1 305.00 � FLI 296.00s " 0 19 B L 295.92 G 304.92 C 1 G 5 A G 304.42 w o ` BL 14 No G 295.42 A FLl 305. A 12 7D 303.83 Q O C1 G 304.33 o C 1 cv 12 3 CL FL1297.50 7O 17 2 C2 97.42 �G NOTE: � BR FOR DIAGRAMMATIC PURPOSES N W/o _ G 10 B ONLY. REFER TO CIVILV) G 296.92 FLI 298.00 tip DRAWINGS FOR ALL RELATED J L G 297.42 p SITE WORK. Q Q� G15 A <G^ FF 302.50 �0 Q LEGEND- 0 E A p A- 'A'UNIT H- FLl 298.00 BL 10 G ,�, C 1 297.42 BL 8 BR-'B RIGHT'UNIT U 4- W/o -4-- V p BL-'B LEFT•UNIT W G297.42 FL1 303.E s Cl-'C'UNIT,MASTER UP F_ 0 Q) r 13 G 302.92 R C2-'C'UNIT,MASTER DOWN 0 = Z 0 YR-'Y RIGHT'UNIT q YL-'Y LEFT'UNIT � � L 6.42 1 BR 8 ! 42 ZR-'Z RIGHT'UNITui ZL-'Z LEFT'UNIT N Q Q ►W- FL1 298.00 11 C2 Rl 297.00 ���p FLl 303.0o W/O-WALKOUT Q N 0 W/o G 297A2 296.42 G 301.42 C2 G 302.42 C 1 6 r� 9 A 295M FLI302. 27 G 42 <� G 300.e3 A G 296.42 ��� � � C I � C'! � C 1 FG 3�92 4 � A G 83 18 �i} s 7 C � FLIP p C 1 7.00 �y 293.42 rF'Pe 9 23 0* BL � 4- G295.83 C2 2 �< 5 C2 FL1294.00 16 OE` C � G 293.42 A ,P 21 ^^`` y G 302 ! p4, G .92 8 W G 295.83 E 14 '9� ,Q A 292.83 ^ p< 3 �IW 000 C2 F C' \\ 19 C2 FLI 301 50 �L Gf C 1 G 302.42 12 "� G 300.92 o 3 1 G ry 5 (D 7' 42 C 1 tlp0 0, 17 AO 300.33 $ ; Z 289.42 G 301.9 'r�� C 1 � ��/� 10 290. G 9.83 �/J 0 W/o C 1 8 FLI 302. 8 � 15 \ '0 o G 289.4 FLI 291.00 W/o C 2 \. G A C2 G 289.83 G 301.33 ` 8.4 Wco FLl 288.50 6 1y 15 G 89.83 G 30 33 13 C2 r ' 0) >. W/o C2 �' A FL1291.50 L fi v FLI G 287.92 4 G�� _ 13 G 90.92 298942 E C1 A BL r �� 11 G .83 B L FL1 293.00 297. l 2 7 9 G 291 G 9242 FLI 294 50 C l G C2 C2 'o- 3.82 9 l � 5 //1 7 A C 1 \ G 7.83 0 04 A P R, MR p 5 BR 7 C2 3 1 290M S F � C'(us 3 FLI 299. GG C l G�s o 2 12 lV r� q H f G 1 L 297.83 G 88.83 1 10 `ems LV FeAE O 298.4 BR Cl A a cc�s RH \ o Cl / ,'; F/ CL 6 < \ q 288.50 G 290 C2 6 US off 7 3 W/o F 291.50 CLUSTER DD C 1 `� F 129 G 287.92 W/o291 B R 4 2 G $A2 �� G 298.9 it G 290.92 G .92 I[ B L A 4 BR Ti BR Ll 299.00 �' 1 1� � FLI293. / 2 y W/o 2 G292.92 FL1294.50 C2 W/o FLI G 298.2 G 293.92 W/p G 294.92 n UNIT G2 MD LEFT UNIT A UNIT GI MU RIGHT CAMERA-O'NEILL CONSULTING ENWNEERS 5 g-Desp 1'-0' PROVIDE 05 BARS AT 24'OL. iq Glad:Pout Lane VERTICALLY 4 HORIZONTALLY Canlera�07m" Pa 402.V 2 1'-4• I'-`{' I'4' I CANTERED ON WALL PROVIDE 12"THICK GONG.FT6. I �'" Eng�- Eol getA D'_5. 05 DOWELS INTO FT6.TO fi.REINF.W 05 BARS 0 MATCH VERT.REINF 12"O.G.E K BOT. wo 4 i3'-5fS" IS'-45' O,r NEWY 50.1 g,`Q� V. 9,F F Y-2' 3'-2' -2' I Lo COORDINATE y WATERPROOFING ' ¢ GONG.FT&.REINF.W/04 NG FT&.REINF W/04 AND DRAINAGE IN ;? Iv Z Z W 0 c.3 r - -BARS a 12.O.C.EX,BOT. - ��SAR5 a D"OL.E1•L,BOT. - ARGHL ONS95. M w m a3 of 12'THICK GONG.FT6. 0 p , z � s _ _ I 1 �• N�-- m • G ru V Be of REINF.W/#5 BARS 0 I I ; I I i O<�' ss�A °C "' °t •..:w:�.•,• •. L--- --- L---j PROVIDE a INSTALL I'-4 12 OL.E!•1,BOT. J IO DIA REINFORCED S. I I SIMPSON ASU44 OR ABUYi6 Z-I• V 0 t c Ej SONOMME PIED TYP. 5, I I 1'-4' 4 1'-4' U _ 50.1 (BBO..F.MIN. I [ W/ I STANDOTO FF BASE IN FASTEN I,_ V r. [BOF.-10-10] BELOW ---- I ARGtlt1 ,-L. .• I -4o ANCHOR EPDXIED (6"EMBEDJ 2 U •^---'.- y --_-- - 'y ----,.--------_�i--------- >. ,: .. ; GOORD.W/ARCIA. I I'-�i" I GONG.FT6.REINF.W/$4 i.-• - :i:-••. _':�: �,' ;c�: - _.'•�'.: GONG FT6.RE NF.W/#4 r --------- --- BARS012'OL.EKBOT. SAR5012'OL.E1•LBOT. TD.WALL e BEAM PROVIDD A4ND Pry� I I I o I - I6 o12°THICK coNG.Frb. 5 I ' POCKET BEARING tD I �'` REINF.W/#5 BARS e PLATE To AGGOMMODAT>= I . - IL---J L2"oL.EAI.,SOT. BEAM.PROTECT ,o 3'-23'-2' IO•DIA.REINFORCEDUNTREATED LUMBER WITH I ,-rD.WALL O WINDOW I I 50.) SONOTIJBE PIER,TYP501- BUILDING FELT,TYP. I O [GOORD.W/ARGHL] tD.wALL iT.O.WALL O WINDOW '� IORD W/ I [GOORD.W/ARGHLI 4• I I [-0'-514'7 I �v' t--- -------- - 5'- -5•----� �IN 3'-b"BELOW----------------------- --------- - - --- H, [B- -1-loll] � « • - ARC LI �,M I 1:.:' i,.. I .t ,., ( COORDINATE I I I W'^ TO.WALL I I PROVIDE#4x4e -------• ----- - -------- --------- ----- -------- ------- • A�WATERPROOFING I I E224"J IA60NAL R®AR [B.O F-10'-loll] 1 r I •': I ARLHL DWSS. L -J L- I I AT RE-ENTRANT I :�'' i AD_IAGENT TO.WALL TO.WALL ---- I I I SLAB CORNERS. TD.WALL _ I e BEAN( [-0'-5b49 r I x Ib=10G" I T.O. I UNIT O POCKET I PROM 05 BARS AT 24 O.G. I ( 3'-GIs' 14'-IW I SLAB - a I FOUNDATION VERTI Y a HORIZONTALLY I = I ELEV.-4'-6' O [-2'�3's"7 TO.WALL O WINDOW I p I TO.WALL `r ON WALL.PROVIDE I I [GooRD.IN aRGHLI I [cooRD.wi I 05 INTO FT6.TO1�T I I PROVIDE t INSTALL J4" :- I I SLAB DETAIL OI I ID'rNA1 PROVIDE E INSTALL)�' COORDINATE I ARGH'Ll I N J I -- I I I GAP AND BASE PLATES I - I 50.1 0 %•' I-10 FT6. '`-�RT� -1 yrp, ►,�AT ALLI I z I I 3S• AT ALL GOLLIMNS,TYP. i I .' LALLY COLUMNS,TYP. IN-wj,;, ANDS INA6EW/ 4"NORMAL W.coNG m� I wyol5 I '; I I I I I , g I - ---�- i - 50.1 I I PROVIDE i TALLJ4" L_�J I i 50.2 eh 51�DETAIL 50.2 Iti I - ;, PROVIDE 05 BARS AT 24.0 . I PROVIDE a IN5TALLJ4•GAP AND 50.1 I. - I ( ` I TD.WALL BASE PLATES AT ALL W-6 i O VERTICALLY E HORIZONTALL I 'SPRIN6F 'GAP AND .' ;•_, (� GENTH2ED ON WALL PROM `O BASE AT ALL 3'-Ill' 14'-101�" I [-0'-�•) GOLI�11J5,TYP.SASE PLATES r I • I O 45 Day INTO FT6.TO MATCH r- I LALY .TYP. _ ( I SHALL BE SUBMITTED W/STEEL I �•: VERT.REIN. p PROVIDE 4 INSTALL SHOP DRAwIN6S TO.WALL .; I I I r , 10,WALL I '- I PROVIDE E INSTALL A" I I 1-_--- 0 BEAM CV I I I • 'SPRINW ELD CAP AND I BEAM POCKET AND P.T. I I POCKET j Ig 12"THICK GONG.FIG. I !.. I � I BEARING PLATE TO REINF.W/#4 BARS A z • I i 10' 4• 1'-10'FT6. �' �' BASE PLATES AT ALL I �� I LOLLY COLUMNS,TIP. ACCOMMODATE BEAM. T.O.SLAB" I I [-I'-bl's'l I 12"O.C.EA,BOT -c I'-Io'Fr6. I I ! r- -1 I I PROTECT LINTREATEO ELEv.�-0 I I •` I f� �O �- - I I I I IUMB[32 WITH BUILDING (j�`' I ,yD.F.MIN 3'-b" I I T O.SLAB I '• I [[-2G T] I I ,L Imo- I. TD WALL f FAT 5 --- i i I-- BELOW GRADE] Z I I ELEV.-q'.6' g PROVIDE a INSTALL BEAM i ::. L__J 0 BEAM I 1 SLAB DETAIL , Q� I POCKET AND P.T.SEARING PLATE �t. I POCKET I I IB'-Ois• I I O .CQ '�ABEAM.RED TPROTEGT uNTT2FA� I `�•. I^ � r-a, 7YP S4:} [-I'-ds"] ,` I 50.1" � I .� b'>,NALI. � Q � C I I I SLAB DETAIL PROVIDE#4x49' LUMBER WITH BUILDING FELT ( t'' I� I [ 3 T.O.WALL I '_ I 4 �� � i I I Q O •' 50.1 AT DENT ] i o L -J �JO REBAR I [-O'-SI4'� i :• i SEE DETAIL 3 I :� r- PROVIDE GGM1T.#4 = Z I I SLAB GORtNER.S. i „ I I TD.WALL O BEAM 50.1 i I 1, CENTERED AGOF O O Q I 4 NORMAL.WT.GONG. T.O.WALL I TO.WALL I IS-0K I r. SEE DETAIL OBEAM o [-0'-SI47 I r I I I POCKET[-1-d's"7 I I SHEAR KEY AT WALL BA 5E r I -- ---- ---- -- --J I 20'-2' T[-0' '-loll I I O.k4ALL TD.WALL -- 1 I V Q H I r _ .. � s BEAM I T.O.WALL I •T I � Q T.O. POCKET WALL .,,.., :. ,.• , •, I e BEAM PROVIDEE INSTALL I ,'] I ?. -- ------- --- --- - D.F.-10'-10'l ------------ TD. I [-I'-d'4'7 TO WALL I I POCKET AND PT.BEARING PLATE I I r`• r ---- 1 O M I b e BEAM [-I'fil4] I I AS REGIUIRED TO ACCOMMODATE ( I I I PROVIDE a INSTALL b I q •' ,• I 50.1 _ PROVIDE#4x48" I .y. I PROVIDE(4)#4 VERT. r. i..,• :,f.. POCKET BEAM.PROTECT UNTREATED I I BEAM POCKET AND P.T. ----- - - .--- <:'-••-----_s-• I' - --- 111PIBER WITH BUILDING FELT r. '" I -I I BEARING PLATE TO S1M 50J I [ I •- L-- -- 51M --[-1'-(aV4'7 --�p.F_IO'-- ----m I "' I - BARS AT PER ;' I I• PROVIDEdINSTALL �. I I AT RE-ENTRANT 1 -T O I O ACGOt I-WATE BEAM 01 '�' I ,I .•"* I PROTECT UNTREATED -� I I r, SiM tD �BEARIN6 PLATE TO I •i I .,,.• •,; r �'.''�: .. .•r: t♦`••.• I SLAB CORNERS. I r - I LUMBER WITH BUILDING IN THE EVENT of SEPARATE I I`Q 5 ACCOMMODATE BEAM• •j :v •` FELT POURS,PROVIDE E INSTALL#5 i`� 50.1 ° O PROTECT UNTREATED I �• :!� r-- ----- ------ ----------, I - '� - ,I I 10 ~ x 30"LONG DOWELS O 12'OL. I 10'WALL ''` TD.WALL 1'-0' I - ILL. - LUMBER WITH BuILDIN6 I I I SO.I VERT DRILLED EPDXIED INTO ( o FELT I PROVIDE a INSTALL I 0 �fti FON.w/6 EMBED. I I =' 1'-10'FT6. I BEAM POCKET AND P.T. I POCKET I I -F- I ( 50.1 I I'a I L I BEARING I �, I I I-o I g 151M 10'wALL I 51.AB DETAIL i I I ACCOMMODATE TBEAM. i '` I [-1. 4^7 I I I 4 0 12"THICK GONG.FT6. I ;.: I I i SLAB DETAIL I 50.1 ^' I SIM To.!NOEL I PROTECT UNTREATED I i �. I 1''�''' I REINF.W#4 BARS 0 I I O BEAM {'• I LUhtBErt WITH BUILDING I 1•• I 8'WALL W'r I 50.1 I'-104 FT6. :: I �'. I 6 FELT,TYP. _ 12.O.G.E SOT. I 4"NORMAL WT.GOW-ASLA!}ON I I SLAB DETAIL [BOF.MIN 3'-b' ( .� I [-I' '] I r •• L I• _O /•1 ] to WALL I I „ C.Ot� SEE DETAIL PROVIDE a INSTALL BELOW I s' I 4 NORMAL WT. IBEAM POCKET AND P.T. s I _ BEARING PLATE TO I T WALL I I O a g O I 4 SEE DETAIL = g A CO44MATE BEAM. I ► I^ 0 �I :; I 4'NORMAL WT.CONC.� `-01 I - --- J it 6'WALL i � I I C � 3 I a' i � � PROTECT UNTREATED I I O Q I ,[:° I O� SIM I I 10'WALL I I I Ukoom WITH BUILDING I O [-I' 4] ( S�DET�� o I I °: PROVIDE(4)64 VERT. � TO.WALL I T.O.SLAB 502 I I x TO 5LA8 FELT I T I I 4 I I I I BARS Ar PIER w I I [CooRD.IN I 1, I GARAGE DOORS ,n I I a ELE1/.-I-0 0 T I i ii `Q I $ I'-loll FTG. I I H GARAGE DOORS D.HALL D.BLAB ARG L] :' I q I T •' I -0'-5y4`] I m TO.WALL I I ELEV.-I'-0'• I ': I I :�. °' /w Q O I I T I E I IN THE EVENT OF s>3'ARATE i s I (-0 sjy 7 a (,/, ENTERED AT T OF BAR wALL I 't [ - L- TD WALL I I �D I I FOURS,PROVIDE d INSTALL#5 j, 4 i ;'�' I GARAGE DoaRs I ��, I I 't 50.1 3 0 + s I • I x 30 LONG DOWELS o 12 04. I = I I CONTINUOUS 2,a I I [-0-�+'� I VERT.DRILLED E EPDXIED INTO I VJ cn SHEAR KEY AT WALL BASE I I I I IN THE EVENT OF SEPARATE I FON.W/b EMBED. I I IN THE EVENT OF SEPARATE I I I I O POURS,PROVIDE E INSTALL 05 I I POURS.PROVIDE 4 INSTAL.#5 -Q �, I Z. x 30'LONG DOWELS o 12"O.G. I I TO WALL - ----- x 30"L.ON6 Downs 0 12•ot. I .S, I 1O•WALL I I DRILLED®B'OxIED INTO r 0.HALL I b e DOOR 9 I I b L�gLt I 3 VERT.DRILLED E EPDXIED INTO I I I?� a � 50.1 i I LL O 50.1 q� I ;DIIM 502 - o FDiI W/b'EMBED I i, i. I-10 FT6. I i I 4 I TO.wA1 T.O.WALL DOOR O ( L ------ --- -- -- -----J ��p �I i I Q TO_WALL - ' TD.WALL I I O I Y 4" I b - o I F« I [-0'-��7 , o I _�_ I _'_�_ }•�t• J LL of I [-o'•3yj'D [1'°�°�°R o [-0-5►47 .•� I o :'; F. 190 6 I i----- - I TO.WALL I --- ------- - ------ - - - - - - --- - - ---- - -- i 50.1 WOE(4)#4VERT. I .' L---- ---[ ( U'-IdS" L - T--- - M ---- ------- BARS AT PIER I r- I T �i'-IOS' D'WAI Q I ~ L J I 4 I I ::..• •-";.,'v` ',, 50.1 8 I rJ T.O.WA_L I 1 1'-bm FT6. - *16'-3.000RD.W/ARGH'L - SIM -------- ---------- lo I I.. - ---- »'-Ids" - - - -- -- - so. 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'ALLLLY ALL�LALLY COLli46 SHALL BE FILLED SOLID WITH CONCRETE PROVIDE �-�T5, TIE PIERS, oTI��LA55, ADO L INFORMATION 4. SEE IC6ENERALINOTES FOR ADDI CAP TIONAL FOUNDATION INFORMATION a SPECIFICATIONS BASE PLATES AT ALL LALLY CXXUMNS. AND ALL OTHER ITEMS SHALL IC FULLY COORDINATED WITtF CIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. p .e R 102'1 -l0" - 102'-0„ ----------- --------- I J L I I + 0 MAI 301.5 ~_ 11 I� 'I U TOM 17 I! _----------- I 01.50 , (Il I I I 1 1 III IIIu II 1IIi I' Il lii� I!!II I I- -------- ------ LJ ' Zv +301.50 I I I I I I I I III II Q II !I I III �li�ll 1 I !• ,..•,. ,.... �,,.. .,. .., ., �� �,,� i , I I I It I1 I I I; I I ! 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O SEE X.=I'-0'SCALE DWG'S ON'C2 LEFT* SEE Y�=1'-0'SCALE DWG's ON'A' SEE Yz=1'-0-SCALE DWG's ON'CI RIGHT' SEE Yt=1'-0-SCALE DWG'S ON-C2 LEFT' SEE VL=1'-0'SCALE DWG's ON'A' SEE Y�=1'-0'SCALE DWG's ON'CI RIGHT' O Z V SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. Z U- Q 0 O 2 FIRST FLOOR PLAN ROOF PLAN SCALE:1/8'=1'-0' SCALE:1/8•=1'-0' N Q c N 0 102'-0" 1021-01, ——--- - -— -- -- 261-101, 3611 2b'-IO„ I J� �`�Y� r------------- J LJ Li Li Li L.. =�Y ,` ` `�I I I I 1 I I I } ---------------------------- ' ------- 1 r------ --- ---------------- , r- I - ----- ------ -- ---- ------------ I 1 L J '`-J L J L ? i... 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I•=■�.•._�t� • 11 ' � • I � I I • . 1 • 1 1 1 I 1 • - _ KIN FIEL EVELOPMENT DRAWING LIST UNIT woA � 4 ROSE LANE AOmO SPECIFICATIONS A0.1 ARCHITECTURAL SITE PLAN AS-BUILT/FINAL SURVEY 129■���� �� .125 A1.0 FLOOR PLANS REQUIRED NAL INSPECTION Al FLOOR PLANS INTERNATIONAL DRIVE A2.0 EXTERIOR ELEVATIONS RYE BROOK, NEW YORK A3.0 WALL SECTIONS $ DETAILS A3.1 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC so.o FOUNDATION PLAN FILE COPY 5 International Drive, Suite 114 so.i DETAILS S0.2 DETAILS Rye Brook, NY 10573 so.3 GENERAL NOTES 51.0 FIRST FLOOR FRAMING THIS BUILD"MUST 8E.POSTED 51.1 DETAILS *`nMAPERMAMrTR0CMN TYPE IDW AT"SJGK NYS Uniform Fire Prevention & Uniform Building Code: 52.0 ROOF FRAMING $3.0 SHEARWALL PLANS 2015 International Building Codes, 3rd printing FR 2015 International Residential Code,2nd printing PRIOR TOTHE ISSUANCE DFA C)0, 2015 International Fire Code, 3rd printing A5 RE'��.LlRCD EY NY STATE IAW. 2015 International Energy Conservation Code, 2nd printing 2015 International Plumbing Code, 3rd printing 2015 International Mechanical Code, 3rd printing 2015 International Fuel Gas Code, 3rd printing FINISHED BASEMENT NOT 2014 National Electrical Code APPROVED FOR USE AS A 2016 Uniform Code Supplement SEPARATE APARTMENT OR 2016 Energy Conservation Code Supplement DWELLING UNIT — 2009 ICC 177.1 Accessible 8 Usable Building and Facilities Project Criteria: - -� Use Group: R-2 PERMIT# p )'-7 Construction Type: 56 � S BL# l 25 .Z.� — Area: 3,200 sq.ft. -N -7 all Volume: 28,023 cu.ft. DATE APPROVE BUILDING INSPECT V lage of Rye Brook,NY 7 Thurston Avenue Structural Consultant Newport, RI 02840 Camera/O'neill Engineers 117 Black Point Lane CordtsenDesign.com 401.619.4689 Portsmouth, RI 02871 MEPBP Consultant REVI R.W. Sullivan Engineering 529 Main Street#203 PLAN JAN C O R D T S E N 2 7 Boston, MA 02129 DATE, � 2017 DESIGN ARCHITECTURE GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, I. FURNISH AND INSTALL REINFORCED CONCRETE AD PERFORM WORK IN ACCORDANCE WITH THE CURRENT ACI BUILOINGPAPBI-ASPHALT SATURATED FELT,ASTM D-226.TYPE I,15#OR TYVEK HOUSEWRAP MANlF BY BV4W7N(OUT%Vypyro'GZMR C,GLASYD00)PS I%•PANELS WITH CLEAR V INSULATED,ARGON FILLED,LOWE, SHOWER HEAD TO TILE OR SHOWER SURROUND INCLUDING ALL APPLICABLE STATE,CITY AND COUNTY BUILDING,ZONING,ELECTRICAL,MECHAN CAL,PLUMBING 318,AND CRS IMANUJAL.OF STANDARD PRACTICE'AND ASTM C 94.(SEE STRUCTURAL DRAWINGS FOR MORE DUPON7.ON ROOF AND WALL SHEATHING.ALL INSTALLATION OF BUILDING PAPER TO BE LAYED SUCH THAT ALL TEMPERED GLASS. INCLUDE MANUFACTURERS STANDARD SCREEN DOOR.IF UNITS SHOW MUNTINS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX 5 CLOTHES DRYER EXHAUST BOX SEALED TO GWB 44< AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMATION 6 THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL LAPS SHED WATER WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH POINT. ELEVATIONS,PROVIDE MUNT!N BARS THAT ARE ADHERED TO INTERIOR 6 EXTERIOR SIDE OF GLASS,ALIGNING B/7UMEVOLISMEAMRANM GRACE,ICE 6 WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHALT SHEET BUILT CABINETS TO GWB CONS-RUCTION AND ERRING ANY DISCREPA�IC ES BETWEEN CODE REQUIREMENTS AND THE COSTRUCTION DRAWINGS). DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.�'MINTIN WIDTH TYPICAL,UNeESS IIDERIAYMENT.SEE ROOFING SPEC.FOR MORE INFORMATION. STAIRWAYS IN CONTACT WITH EXT.WALL SEALED AT GWB DOCUMENTS TO THE ATTENTION OF THE ARCHITECT.SUBMIT COPIES OF INSPECTION REPORTS,NOT CES,ETC OTHERWISE NOTED.PAINT W000 MUNTINS USED ON INTERIOR EXTENDED ALINMINUN"ISOON EXTERIOR:USE L4MMTEO FFNEERLUAIM(LVL,):COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE FIREPLACE BOX TO GWB TO OWNER AND ARCHITECT. 2. PROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRUCTURAL DRAWINGS. MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND PATTERN AS IUD CANED ON THE EXTERIOR ELEVATIONS. COMBUSTION A R SUPPLY DUCTS AND PIPES TO GWB FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE UNDER THE SUPERVIS ON OF A PROFESSIONAL EMRYDO0JL th*INSULATED FIBERGLASS BY JELDWEN,SEE EXT.ELEVATIONS FOR STYLE.PROVIDE TEMPERED METAL FLUES TO GWB 2 DETA LS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW 3. PROVISIONS MUST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL ENGINEER AND IN ACCORDANCE WITH THE NATIONAL RESEARCH BOARD(NRB.)ALL BUILT-UP LVL BEAMS TO BE SIDELITES AS SHOWN ON THE DRAWINGS.MEET THE FOLLOWING REQUIREMENTS:AIR INFILTRATION:ASTM E283, KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB FRAMED USING HEAVY DUTY(3 GA.)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OF)V TO1a'THICK, WATER RESISTANCE:ASTM E331,ACOUSTICAL PERFORMANCE:ASTM E413-70T-STC 26,THERMAL TRANSMISSION: GENERAL REQUIREMENTS THROUGHOUT.DETAILS NOTED TYPICAL'IMPLY ALL CONDITIONS TREATED ATTENTION PA D TO FOOTINGS AND OTHER ON-GRADE COTSTRI ICTIOh PRIOR TO BACKFILLING AND ENCLOSING ADHERED CONT NUOUSLY.WATERPROOF ADHESIVE,ASTM D-2559-76.FB=2800 PSI,E=2,000,000 PSI,STAMPED WITH R45.49(CALCULATED). ELECTR CAL BOXES 6 CABLE/PHONE BOXES TO GWB SIMILARLY.MODIFICATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE MINOR VARIATIONS. THE BUILDING. ADHERED MANUFACTURER,AND NNRB ACCEPTANCE.CONNECTORS TO BE ASTM A-M,PRIMED,GALVANIZED ASTM A-123, WINDOW:MANUFACTURER MARVIN INTEGRITY WOOD-ILTREX,SHALL HAVE INTERIOR FACTORY-PRIMED WOOD WITH OR COATED W TH ZINC RICH PAINT AS NOTED IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO FIELD-APPLIED PAINT FINISH.EXTERIOR W TH FACTORY43MED EXTERIOR PAINT FINISH.PROVIDE AD NSTALL 12' AIR SEAL NG MATERIALS-USE A COMBINATION OF THE FOLLOWING: (! ) 3 THE CONTRACT DOCUMENTS ARE NTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY SOIL BEARING CAPACITY OF 4000 PSI FOR FOOTINGS 6 PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT.DWG'S. GRACE NYCOR PUS',OR EQUAL,AT HEADS,JAMBS AM SILL PANS OF ALL EXTERIOR WINDOWS;APPLY DIRECTLY TO CAULK SEALS GAPS LESS THANYj WIDE SUITABLE FOR THE INTENDED USE OF THE OWNER.ANYTHING NOT EXPRESSLY SET FORTH,BUT WHICH IS FOUNDATION WALLS,3000 PSI FOR SLABS. PARALL4MPARAl1LLS7R4NDLUMBER(PSIS:COMPLY W TH THE INSTRUCTION AND RECOMMENDATIONS OF THE SHEATHING,PRIOR TO ISTALUNG WINDOW PROVIDE 8 INSTALL CORROSION RESISTANT HARDWARE SUATABLE FOR SPRAY FOAM FILLS LARGE GAPS AND SMALL HOLES REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT,SHALL BE INCLINED. MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.TIE DESIGN AND COASTAL ENVIRONMENT,SALT WATER SPRAY,COLOR WHITE.VERIFY WITH OWNER/ARCHITECT FOR SELECTION 8 Z Z u+ j o E,0 BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS W � 5. COORDINATE UNDER-SLAB AD THROUGH-WALL PLUMBING,DRAINAGE AND OTHER RELATED WORK FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER ILEVEL.MODULUS OF ELASTICITY FOR FINISH OF HARDWARE 9 WINDOW ALUMINUM PAINT COLOR PRIOR TO ORDERING.W TS TO HAVE CLEAR INSULATED, W)-= Q)N Y� 4. ALL DRAWINGS SHALL BE FIAJ_Y COORDINATED BY CONTRACTOR TO VERIFY ALL RUMENS ONS,LOCATE BEAMS SHALL BE 1,016,535 PSI,COLINQS SHALL BE 914,880 PS.Fe BEANIE SHALL BE 2,900 PSI,COLUMNS 2,400 GASKETS �,n� a- c 01 PS.CONNECTORS TO BE ASTM A-M,PRIMED,GALVANIZED ASTM A-123.OR COATED WITH ZINC RICH PAINT AS NOTED ARGON FILLED,LOW-E GLASS.WINDOW MANUFACTURER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY BUILDING WRAP-INSTALLED OVER FACT.SHEATHING,SEALED WITH TAPE AT JO ANTS G u+U DEPRESSED SLABS,SLOPES,DRAINS,OUTLETS,RECESSED REGLETS,BOLT SETTINGS,BEEVES,ETC 6. CURE CONCRETE BY KEEPING MOIST A MINIMLM OF 72 HOURS. RE GLASS WHERE REQUIRED BY STATE CODE.ALL OPERABLE UNITS SHALL HAVE INTEGRAL.SCREENS.IF UNITS SHOW IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PVENT DAMAGE TO BEAMS.COORDINATE WITH SHEET GOODS-WOOD SHEATHING,GYPSUM WALL BOARD,RIGID INSULATION,TAPED EDGES °C G o: p o STRUCT.OWG'S. MUNTINS ON EXTERIOR ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR 6 EXTERIOR S DE OF Q _ SHEET METAL-EDGES CAULKED 5 a 4) 5. THE CONTRACTOR SHALL VERIFY AND RPRROTEC"ALL SERVICE ONES AND EXISTING SITE AREA FROM FRORA�:FORM MATERIALS TO CONFORM TO ACI 347,PS 174. PARAILIMPLUSPAR41 E STRANDLUAREROUPLLM:COMPLY WITH THE INSTRUCTION AND GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS %MUNTIN WIDTH U x .c� POLYETHYLENE PLAIT C-EDGES AND PENETRATIONS TAPED AND SEALED DETER ORATION OR DAMAGE. REIIVFIDRCWGBARS:DEFORMED STEEL.ASTM A-015,GRADE 60. RECOMMENDATIONS OF THE MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION TYPI�.�SS OTHERWISE NOTED.PAINT WOOD MU NTINS UISED ON INTER OR EXTRUDED ALUMINUJM USED ON U �.z o DOCUMMENTS PLUS PSL FOR USE N WET LOCAT ONS AND IS A FACTORY MANUFACTURED PRESSURE TREATED EXTERIOR:USE PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS.CONTRACTOR HAS THE OPT ON TO HAVE WEATHERSTRIPPING-SEAL MOVEABLE COMPONENTS SUCH AS DOORS,WINDOWS,ETC Q U REWW#7.%PWALAN L•WELDED STEEL C WIRE FABRIC,11 A-185. PRESERVATIVE PROTECTION PRODUCT.PROVIDE PT PSL OF SERVICE LEVEL 3 FOR C GREATER THAN 28% T►IE THE WINDOWS DELIVERED WITH THE EXTENSION JAMBS NOT NSTALLED,TO MAKE IT EASIER TO INSTALL INTERIOR MASTIC-SEALS AIR HANDLERS,DUCT CONBECTIONS AND JOINTS 6 THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PRO(J�IRES, CP.MB17:POR'LAND CEMENT,ASTM C-I50,TYPE OR 11 DESIGN AND FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER(LEVEL.CONNECTORS TO CUSTOM S LL APRON AT MULTIPLE WINDOWS.PROVIDE SHOP DRAWINGS TO ARCHITECT.FOR REVIEW. LL181 OR FOIL FACED TAPE-TEMPORARY SEALS A R HANDLER DUCTS-NOT ACCEPTABLE TECHNIQUES,OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK N ACCORDANCE WITH THE WATER:CLEAN,POTABLE AND NON-DETRIMENTAL TO CONCRETE. BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAINT AS NOTED!N CONTRACT OVERREADDOOR: SELECTED BY OWNER PRIME 6 PAINT ALL S DES.PROVIDE SHOP DRAWINGS TO ARCHITECT,DRAW NGS OR THE REQUIRED CODES. AGGREGATE:FINE AND COARSE.NORMAL WEIGHT AGGREGATES,ASTM C-33. DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COOID NATE W TH STRUCT. FOR REV EW.GARAGE DOOR OPENER SELECTED BY OWNER. ACOUSTIC SEALING GUIDELINES ADAZIMURES:AIR-ENTRAINED TYPE,ASTM C-260 AND WATER REDUCING TYPE A,ASTM C-494.ALL CONCRETE DWG's. I. AIR-BORNE SOUND:WALLS,PARTITIONS AND FLOOR/CE UNG ASSEMBLIES SEPARATING DWELT ING IN TS FROM 7 CONTRACTOR SHALL APPLY FOR.OBTAIN,AND PAY FOR ALL NECESSARY PERMITS REQUIRED TO PERFORM THE EXPOSED TO FREEZING&THAWNG.6%8%.OTHER CONCRETE:2%-4%. FINISH CARPENTRY AND MILLWORK EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RATING OF C. TYPICALE71f76RlORWALL:2x6 WOOD STIRS®16'o.C,UNLESS OTHERWISE NOTED � A/ 0- WORK.WORK.SUBMIT COPIES TO OWNER AND ARCHITECT CONCRMAIDIC CONCRETE READY MIX,ASTM C-94,3000 6 4000 PSI COMPRESSIVE AT 28 DAYS. TYPWALRYTI IUORWALL.2x4 WOOD STUNS 0 Wo.e,UNLESS OTHERWISE NOTED FURNISH AND INSTALL THE FOU LOWING. NOT LESS THAN 50(45 FIELD TESTED)FOR AIR-BORNE NOISE � 0 VAFbRBARR/BR:LOCATE PER DRAWINGS.10 MIL POLYETHYLENE,ASTM D-2103. NOTE NO INTERIOR FINISH WORK S TO BE STARTED UNTIL A WATER-TIGHT SHELL IS ACHIEVED. 8. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPER NTENDENT WHO SHALL BE IN ATTENDANCE AT THE PREPORAMJ0RVTF]LIR-V ASPHALT IMPREGNATED FUXICELL. THERMAL AND MOISTURE PROTECTION MWOR QQ4ETSRT MIN.G SELECTED.-SELECTED BY OWaN�R.OWNER2.STRUCTURE-BORNE NOISE:FLOOR/CEILING ASSEMBL ES SEPARATING DWELLING UNITS FROM EACH OTHER OR * * PROJECT S TE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCT ON SPERINTENDQVT IS DOVETAIL ANGIORSEOM 22 GA.GALVANIZED STEEL. 1. FURNISH AND INSTALL THE FOLLOWING: GLASTSHORBRENCZQSUREBBATNMIRWJM SELECTED BY OWNER. FROM PUBLIC OR SERVICE AREAS SHALL HAVE AN IMPACT INSULATION CLASS(IIC)RATING OF NOT LESS THAN 50 - REQUIRED TO BE ON SITE DURING ANY CONSTRUC-ION ACT VITY,.NNCLUDING WORK BEING DONE BY FL49M GREGIJ?7-GALVANIZED STEEL. RITCBEN&BA77ICABINEWCOUIVM&SELECTED BY OWNER. (45 FIELD TESTED)FOR STRUCTURE-BOFRNE NO SE. 0 SUBCONTRACTORS.IN ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIDUNDA7YON WALL FP,M.AS CAST WITH THE FINS REMOVED,HOLES AND HONEYCOMBING FILLED 6 FLASH CUT 2. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN:ASHRAE HANDBOOK A77XZWNABAMPLUAfitINGFMTIRBSAAPPll41VCEE SELECTED BY OWNER. O SUPERVISE ALL CONSTRUCTION ACTIVITY AND INSPECT ALL WORK CONSTRUCTED FOR COMPL ANCE WITH THE TIES.RUNS W'TH CONCRETE BRICK TO SMOOTH PROJECTIONS AND ROUGH SPOTS. OF FUNDAMENTALS. ELEC78IClL FIX7URIM SELECTED BY OWNER. 3.OPENINGS AND PENETRATIONS N CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTRICAL DEVICES,RECESSED CONTRACT DOCUMENTS. FLOORSLIBS(IIVTNUOR)MMU.•SMOOTH.STEEL TROWEL FINISH.INSTALL CONTROL AND EXPANSION JOINTS INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH ARCHITECTURAL SHEET METAL MANUAL'BY D"IMRDWARM SELECTED BY OWNER CABINETS,BATHTUBS,SOFFITS OR HEATING,VENTILATING OR EXHAUST DUCTS SHALL BE SEALED,LINED AS REQUIRED SMACNA. AMICMECABQVET:MEDICINE CABINET TO BE LOCATED IN EACH BATHROOM(MC).SELECTED BY OWNER. INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED STC RATING OF THE ASSEMBLY 9 CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENT'S TO THE AVCBORBOLM V DIA(MIN.)PLACED W-01O.C.(MAX.)NTERMEDIATE SPACING MINIMUM(2)BOLTS PER PLATE EV►7MUORSTAA-PROV DE ALL REQUIRED STRUCTJRAL ANALYSIS AND DESIGN FOR SELF SUPPORTING WOOD ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE SECTION,12-MIN.FROM PLATE END. 3. GALVANIZED SHEET FLASHING SHALL CONFORM TO ASTM A 653/A 653M WITH ZINC COATING OF 1.25 OZ.PER STAIRS.STAIRS SHALL BE SELF-SUPPORTED FROM ONE FLOOR TO THE NEXT.ALL PARTS OF THE STAIR SELECTED 4.FLOOR ASSEMBLES THAT ARE CARPETED GENERALLY MEET THE MIN MUM IC REQUIREMENTS.FLOOR PROCEEDING WITH THE WORK.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SO NE FT.AND.20%COPPER BEARING,24 GA.DES GNATION G 90 HOT DIPPED GALVANIZED,MILL PHOSPHATIZED BY OWNER. ASSEMBLIES WITH HARD SURFACE FINISHES SUCH AS TILE,WOOD OR VINYL GENERALLY REQUIRE ADDITIONAL ERRORS,DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS,OF WHICH THE CONTRACTOR FAILED STRUCTURAL STEEL AtEVE VNETTiRRACE EXTERIOR 14'BLUESTO`JE,RANDOM,RECTANGULAR SHAPED SLABS AT ALL EXTERIOR ACOUST CAL TREATMENT OR INSULATION TO MEET THE MINIMUM IIC REQUIREMENTS. TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 1. FURNISH AND INSTALL THE FOLLOWING,AS NEEDED(SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 6 4. NOFRE NFORCED FLEXIBLE BLACK ELASTIC SHEET FLASHING 50 TO 65 MILS THICKNESS SHALL COMPLY WITH TERRACES AND LANDINGS,AS SHOWN ON THE SITE AND/OR FLOOR PLANS 6 DETAILS.STONE TO BE SET IN I' THE FOLLOWING:SHORE A HARDNESS:ASTM D-2240,TENS LE STRENGTH:ASTM D-412,TEAR RESISTANCE MORTAR BED ON CURED,SLOPED CONCRETE SNUB.VER FY STONE TYPE AND PATTERN WITH ARCHITECT PRIOR TO `O THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROV DIED ON ARCH TECTURAL DRAWINGS). ASTM D-624,DIE C-ULTIMATE ELONGATION:ASTM D-412,LOW TEMP BRITTLENESS:ASTM D-1149,OZONE ORDERING.PROVIDE CONSIS I EN 4'MORTAR JOINTS,COLOR 6 TEXTURE TO BE APPROVED BY ARCHITECT.INSTALL 5.THE FIRST ESSENTIAL FOR AJRBORNE-SOUNJD ISOLATION USING ANY SYSTEM IS TO CLOSE OFF AIR LEAKS AND/OR &; r 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE JOB AGING:ASTM D-149.HEAT AGING ASTM D-573. FLANKING PATHS BY WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMALL CRACKS OR HOLES WILL Z I SITE EFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF THE WORK. S78UMIAPESMATETANDBARS:ASTM A-992.ASTM A-36 CONTROL AND OR N D W JOINTS AS ING.CELLULAR EXTPJtIORDODRAND R?NDOWCASQVG:CELLULAR PVC,AZEK OR EQUAL 5/4 x6 JAMBS 6 HEADS w/h'SCOTIA INCREASE THE SOUND TRANSMISSION AT THE HIGHER FlEQIENCIES THIS CAN HAVE A DETRIMENTAL EFFECT ON RECTANGULIRSTEEL TUBECIOLUMNS:STRUCTURAL COLD-FORMED STEEL,ASTM A-E00,GRADE B. 5. 16 OZ.COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS.INSTALL RED COPPER WHERE 6 5/4 SLOPED CAP,2'HISTORIC SILL F ELD CUT TO FIT THE REQUIRED SIZE.REFER TO EXTERIOR ELEVATIONS AND THE OVERALL ACOUST C PERFORMANCE AND THE STC VALUE,PARTICULARLY FOR HIGHER ACOUSTICALLY RATED j N 11. CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH,DEBRIS AND SHALL PROTECT COLD-FLORMEDMETALFRAM N17.C-SHAPED STEEL STUDS,18 GA ASTM A-446. SOLDERED JOINTS 6 SEAMS ARE REQUIRED.INSTALL RED COPPER FLASHING AT ALL DRIP CAPS,DRIP EDGES AT DETAILS FOR SPECIFIC LOCATIONS OF EXTERIOR TRIM. SYSTEMS.FAILURE TO OBSERVE SPECIAL CONSTRUCTION PRECAITDNS CAN REDUCE THE EFFECTIVENESS OF Lu CV ALL ADJACENT WORK FROM DAMAGE,SOIL NG,PAINT OVERSPRAY,ETC ALL F XTURES,EQJPMENT,GLAZING, S7EU PIPE:ASTM A-53 TYPE E OR S.GRADE B. RAKES AM EAVES,STEPPED AT ROOF INTERSECT ONS WITH WALLS,ABOVE EXTERIOR RUNNING TRIM,HEADS OF AMC E)ICTERIOR TWA'Ix THICK CELLULAR PVC,AZEK OR EQUAL. x CELLULAR PVC SHEET AMEN REQUIRED TRIM THE PLANNED SOUND CONTROL METHODS. W r FLOORS.ETC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. ANCTIORBOLTS'ASTM A-307- WINDOWS AND DOOR CASINGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATION'S AS IS WIDER THAN IIVi' 5/4 THICK PVC SHALL BE USED AT LOCATIONS THAT ARE ADJACENT TO ANY WALL SIDING. BOLTS ASTM A-325,3'V D.A. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIELD CUT TO FIT REQUIRED S ZE. 6.SYSTEMS SHALL BE AIRTIGHT RECESSED WALL FIXTURES SUCH AS MEDICINE CABINET'S,OR ELECTRICAL, 12 SHOP DRAWINGS ARE RREQU RED FOR STRUCTURAL,MECHANICAL,ELECTRICAL AND SPECIALIZED IMIALU770N:COMPi Y W TH CURRENT A/SC CODES AND SPECIFICATIONS AND W TH AWS'STRUCTURAL WELDING NOT'ALL FLASHINGS SHALL LAY SUCH THAT ALL LAPS SHED WATER WITH PROPER OVERLAPS.ALWAYS EXT RIORRA ILEVG4ANDBAL(ATIM'SELECTED BY OWNER. TELEPHONE,AND TELEVISION DEV CES,WIRING,SPRINKLER PIPES,ETC,WHICH PENETRATE THE GYPSUM BOARD, CONS-RUCTION.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCH TECT FOR REVIEW FOR CONFORMANCE CODE'AND CODE OF STADARD PRACTICE.ALL CONNECTIONS SHALL BE DOUBLE SHEAR CONNECTIONS DETAILED IN WORK FROM LOW POINT TO HIGH POINT.WATER-TIGHT,WEATHERPROOF PERFORMANCE OF FLASHING AND EXTEMORPORC9ICZRIV(WEAVESOFFM Ix6 BARDBOARD CELLULAR PVC,AZEK OR EQUAL. 1%0 SHEET METAL WORK IS REQUIRED,WITHOUT RELYING ON SEALANTS. MU MORCOLUMVC0114 I'LMN:HB6G PERMACAST FIBERGLASS FOR LOAD BEARING.HB6G PERMAWRAP CELLULAR SHALL NOT BE-OOATED BACK-TO-BACK OR IN THE SAME STUD CAVITY ANY OPENING FOR SUCH FIXTURES AND r- WITH THE DES GN INTENT OF'RHF WORK. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, ACCORDANCE WITH RISC REQUIREMENTS FOR SIMPLE CONNECTIONS.CONNECTIONS SMALL BE BOLTED OR WELDED. FOR PIPING OUTLETS SHALL BE CUT TO THE PROPER SIZE AND SEALED. ELECTR CAL DEVICES SHALL BE Q THE CONTRACTORS SHALL BE BOUND TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFACTURERS W2MDINGELECnWDES:COMPLY WITH AWS DI.1 CLASS E-70 ELECTRODES. PVC FOR NON-LOAD BEARING,SEE EXT.ELEVATIONS FOR SIZE 6 STYLE. INSTALLED IN FULL BOXES AND SEALED WITH A PER SIZE SEALANT,SUCH AS 3M BRAND F RE BARRIER 0 BACKPAINT METAL FLASHINGS WITH BITUMINOUS PAINT WHERE EXPECTED TO BE IN CONTACT WITH FURNISH AND INSTALL THE FOLLOWING: INSTAL MOLDABLE PUTTY PAD OR EQUAL (� SPECIFICATIONS AND/OR RECOMMENDATIONS. PRA�RPAIM:TNIEMEC 99 OR FABRICATOR'S STANDARD RED OXIDE. 04 CEMENTITIOUS MATERIALS OR DISSIMILAR METALS. GYPSUM WALLBOARD: •GALVANZZVW. A-N- WATER41UMTAN7}Yz'IMPERIAL GYPSUM BOARD BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS. 13. ALL MANUFACTINRERS PRINTED WARNINGS FOR HANDLING OF PRODUCTS MIST BE STRICTLY OBSERVED.THE GROUP NON-SHRINK,NON-METALLIC PREMIXED GROUTING COMPOUND 6. ALUNMIN LH GUTTERS AND DONMSPOUTS PER SMACNA.SEE DRAWINGS FOR LOCATION GUTTERS CONT 7.THE ENT RE PERIMETER OF AN ACOUSTICAL ASSEMBLY SHALL BE MADE AIRTIGHT TO PREVENT SOUND O N WORDS'OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTURER IS NOTED.PROVIDE EXECT/TiON•PROV DE TEMPORARY SHORING AND BRACING AS REQUIRED.N10 BURNING OF HOLES.DO NOT U5E A!MRATED 77PE"X":V GYPSUM BOARD ON WALLS 6 CEILINGS OF GARAGE. 'OGEE'STYLE,4X H GH x 6'WIDE W/BRACKET HANGERS 0 18'o.C.DOWNSPOUTS.CONT.2Y4 x ya', VENEERPL49 ERA ONE COAT VENEER PLASTER ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS,IN TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SOUND RANKING AROUND THE ASSEMBLY AND THROUGH N PRODUCTS OF ACCEPTABLE MANUFACTIIRER&WHICH HAVE BEEN IN SATISFACTORY USED IN SIMILAR S7RV CE CUTTING TORCHES IN THE FIELD FOR CORRECTING FABRICAT ON ERRORS IN THE STRUCTURAL FRAMING. CONNECTED TO PVC DRAINS;REFER TO CIVIL DRAWINGS FOR MORE INFO.ON PVC DRAINS ACCORDANCE WITH ASTM C-587,C-754,C-844.FINISH OF PLASTER ON WALLS AND CEILINGS SHALL BE SMOOTH ASSEMBLY PENETRAT ONS.FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN FOR THREE YEARS.USE EXPERIENCED NSTALLERS WITH MINIMUM THREE YEARS INSTALLING SAID PRODUCT 7OLAMRIPPARM IMMED ATELY AFTER ERECTION,CLEAN FIELD WELDS,BOLTED CONNECTIONS AND ABRADED 6 READY FOR PAINT. THE STC RATED ASSEMBLY AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND SIMILAR (Q Q DELIVER,HANDLE.STORE,AND INSTALL MATER ALS IN ACCORDANC-F WITH MANUFACTURERS INSTRUCTIONS AREAS OF THE SHOP PAINT APPLY PAINT TO EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP 7• ROOF SHINGLES SHALL BE ASPHALT-FIBERGLASS COMPOSITION THREE TAB,CONFORM NG TO LL:..CLASS WACWt3ii'SIDRD'�•FIBERGLASS MESH JOINT REINFORCEMENT,GALVANIZED STEEL CORNER BEADS,VINYL'J' SURFACES WHERE PERIMETER RELIEF IS REQUIRED THE SPACING AND NUMBER OF MECHANICAL FASTENERS IS v (u PAINTING USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO COVER FIRE RESISTANCE,U.L WIND RESISTANCE ASTM D3462 6 ASTM D3018 TYPE I W TH A MIN.30 YEAR MANAF. CHANNEL,CAS NG BEADS,CONTROL JOINTS,ETC AS NEEDED. ALSO OF GREAT MPORTANNCE IN ACHIEVING A LISTED STC OR IIC RATING. LL. E 14 ALL CODES,TRADE STANDARDS AD MANUFACTURERS INSTRUCTIONS REFERENCED IN THE CONTRACT AND PROTECT FIELD WELDS IN GALVAN ZED MEMBERS. WARRANTY.COLOR AS SELECTED BY ARCHITECT.SH NGUES SHALL BE INSTALLED PER MANUFACTURERS CERAAIQCTILE CERAMIC TILE,MARBLE TILE 6 ACCESSORIES COMPLYING WITH TILE COUNCIL OF NORTH AMERICA - O DOCUMENTS SHALL BE THE LATEST EDITION. QUAIJTYQONTIROL•INSPECTION OF FIELD WELDS SHALL BE IN ACCORDANCE WITH ARNS'STRUCTURAL WELDING INSTRUCTIONS.PRIOR TO INSTALLING SHINGLES,INSTALL GRACE'ICE 6 WATER SHIELD'OR APPROVED EQUAL. INC.IN COLORS RIND PATTERNS SELECTED BY THE OWNER FROM STANDARD COLORS AND PATTERNS OF THE U CODE' ASPECT ON OF F ELD ASSEMBLED BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION 6,A/SL. SELF-ADHERED,RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES,EAVES,RAKES,VALLEYS,HIPS, APPROVED MANUFACTURER MANUFACTURE EA R TO BE AMERICAN OLN FOR CERAMIC TILE AND MARBLE TECHNICS 8.PERIMETER SEALS IN WALL ASSEMBLIES:IN ORDER D BE EFFECTIVE FOR THE LIFE S THE BUILDING,SEALANTS LLB � U ROOF-TO MTERSECTIONS,AROUND ALL ROOF PROJECTIONS,AND ENTIRE ROOFS THAT ARE FLATTER LTD.FOR MARBLE TILE OR EQUAL.INSTALLUN IN COMPLANCE WITH PERTINENT RECOMMENDATIONS CONTAINED IN UR MUST BE RESILIENT AND NON-HARDENING.STANDARD WEATHER CAU.KINNG IS UNSATISFACTORY AS AN CL O ENGINEER. ROUGH CARPENTRY 15. THE CONTRACTOR SHARER MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL OF THHF ARCHITECT/ THAN A 3:12 SLOPE,DIRECTLY TO ROOF SHEATHING.INSTALL ICE 6 WATER SHIELD'FROM THE EDGE OF THE THE 2008 TILE COUNCIL OF AMERICA NANMOOK FOR CERAMIC T LE INSTALLATION'AND MANUFACTURERS PLACEMENT S ACOUST CAL SEALANT SINCE IT TENDS TO HARDEN OVER TIME. OF THE SEALANT IS CRITICAL.THE O V) Z Q ROOF TO MINIMUM 24'INSIDE THE EXTERIOR WALL LINE INSTALL PER MANUF.INSTRUCTIONS PURPOSE OF THE SEAL IS TO PROVIDE A RESILIENT CLOSURE BETWEEN ONE SIDE OF AN ASSEMBLY AND THE I. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODE MODIF CATIONS AS INSTALLAT ON INSTRUCTIONS.ALL WALL 6 CEI-INNG TILE-0 BE INSTALLED ONY{REIN.CEMENTITIOUS BOND. � SPECIFIED HEREIN: BARDR'OODFLO!OR:PRE-FINISHED AM INSTALLED PER MANUFACTURERS NSTRUCTIONS.MATERIAL TO BE T6G OTHER,WH CH REDUCES THE POTENTIAL FOR FLANKING NOISE TRANSMISSION.THE PREFERRED PROCEDURE IS _ 16 CONTRACTOR SHALL PROVIDE,PAY FOR AND MAINTA N.BUT NOT BE t UNITED TO,THE FOLLOWING SERVICES A.AMMERICAN NSTITUTE OF TIMBER CONSTRUCTION:STANDARDS MANUAL 8. WALL S DING SHALL BE HORIZONTAL'HADDEE PLANK'LAP SIDING WITH 5114-EXPOSURE.COLOR AND TYPE SHALL I'x2 OR AS SELECTED BY OWNER. TO INSTALL THE GYPSUM WALL BOARD WITH A MINIMUMYr GAP BETWEEN THE ADJACENT CEILING GYPSUM PANEL ilc� Lu DURING CONSTRUCTION:POWER,METERING,TELEPHONE,FAX,CONSTRUCTION EQUIPMENT,DEWATERING AND BE SELECTED BY ARCHITECT.INSTALL OVER 15#BUILDING PAPER OR TYVEK HOUSEWRAP.INSTALL PER U J lii 8.NATIONAL FOREST PRODUCTS ASSOCIATION:NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION VEVYLMMETFLOOR:COMPLIES WITH FEDERAL STANDARD:FS L-F-475,TYPE II,GRADE•A',TH CKNESS.080, AND ALSO AT THE SUBFLOOR.SEALANT SHOULD BE APPL ED TO FILL THE PERIMETER GAP BETWEEN THE cn Q �-- PUMPING,HEAT NG,LIGHT NG AND ACCESS.CONTRACTOR SHALL PROV DE,BUT NOT BE LMITED TO,THE C. SOUTHERN PINE INSPECTION BUREAU:STANDARD GRAD NG RULES FOR SOUTHERNPINE.UMBER MANUFACTURERS INSTRUCTIONS. SHEET WIDTH W-W.INSTALLED PER MANUFACTURERS INSTRUCTIONS.MATERIAL TO BE T6G rx2'OR AS SELECTED GYPSUM WALL BOARD AND THE SURROUNDING FLOOR WALL AND CEIL NG COMPONENTS.CAULKING SHOULD NOT Lu 0 U Q (� N FOLLOWING SECURITY AND PROTECTION F RE E('INGUBHERRS,BUILDING ENCLOSURE AND LOCK-UP, D. TRUSS PLATE INSTITUTE:DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY OWNER. BE PLACED BENEATH THE SELL PLATE OR RUNNER TRACK OF A WALL ASSETMBLY. 0 11 ENVIRONMEWAL PROTECT ON,PEST CONTROL,SNOW AND CE REMOVAL CONTRACTOR SHALL PROVIDE (TPI-74). 9. INSTALL WATERPROOFING 6 PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OF CONCRETE JNEZUENTPLOOR:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. SANITARY FACILIT ES,DRINKING WATER,CLEANING AND RUBS SH DISPOSAL. E. A•1FRICAN PLYWOOD ASSOCIATION:GUIDE TO PLYWOOD FOR FLOORS,PLYWOOD SHEATHING FOR WALLS AND FOUNDATION WALLS THAT Skl*a D BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D-5385. CARPETFLOOR:INSTALLED PER MAK FACTIRERS INSTRUCTIONS.AS SELECTED BY OWNER 9 NSULAT'OV MD:CATED TO BE PROV DIED N A WALL ASSEMBLY SHALL BE THE SAME DEPTH AS THE WALL STUD ROOFS INSTALL ONLY AFTER ALL SUBSTRATE AND PENETRATION WORK S COMPLETE,FOR CONTINUOUS SEAL. PA11VI INSTALLED PER MANUFACTURERS INSTRUCTIONS.ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE F. AJMFRICAN WOOD PRESERVERS ASSOCIATION STANDARDS. INSTALL PER MANUFACTURERS INSTRUCTIONS. FRAMING UNLESS OTHERWISE REQUIRED BY CODE,REGULAR UN-FACED GLASS FIBER OR MINERAL WOOL 17 CONTRACTOR SHALL PROVIDE THE FOLLOWING.PRIOR TO SUBSTANTIAL COMPLETION:PINCH LIST, (I)PRIMER COAT AND(Z)FIN SH COATS,EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES.TOP 6 BOTTOM INISLATION'S ACCEPTABLE.DO NOT OVERSTUFF THE NNSIBATION,AS THIS WILL REDUCE THE ACOUSTICAL SUPPORTING DOCUMENTATION,WARRANTIES,CERT FICATIONS,OCCUPANCY PERMIT,START-LIP AND TESTING OF 2, ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE NTH THE AMERICAN INSTITUTE OF TIMBER 10 OF ALL DOORS TO BE PAINTED.ALL PAINT SURFACES SHALL BE CLEAN PRIOR TO PAINTING.APPLICATION MAY BE PERFORMANCE OF THE ASSEMBLY. BUILDING SYSTEMS,CHANGE OVER OF LOCKS AVID RELEASE OF LIENS.CONTRACTOR SHALL PROVIDE THE CONSTRUCTIONS"CONSTRUCTION MAU.IuI..' . SINGLE PLY EPDM hFMBRANF ROOFING,60 MILS THICK,FILLY ADHERED,SIRE-SEAL DESIGN 0.BY CARLISI E OR BY BRUSH,ROLLER OR BY SPRAY IF PAINT IS FORRMLALTED FOR SPRAY APPLICATION. NTERIOR PAINT SHALL BE FOLLOWING,PRIOR TO FINAL ACCEPTANCE:FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS AND APPRO EQUAL.INSTALLI 10-PER MANUFACTURERSUC TRTIOS A . M e OR APPROVED EQUAL.READY MIXED PAINT SHALL NOT 8E THINNED,EXCEPT AS PERM TTED IN THE L- ille COMPLETED PUNCH LIST 3 ENGINEERED LUMBER NDICATED HAS BEEN SELECTED BASED ON MICROLAM LVL AND PARALLAM PSL PRODUCTS APPLICATION INSTRUCTIOS.COLORS TO BE SELECTED BY THE OWNER.CONSULT WITH PAINT MA 0.FACTUIRER FOR :0.RESILIENT METAL COMPONENTS.RESILIENT CHANNELS SHALL BE DIETRICH RC DELUXE RCSD.RESILIENT E BY WEYE RHAUSER.PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED ALLOWABLE 11. FLE�(IBLE,100%WATER-BLOWN,OPEN 6 CLOSED CELL POLYISOCYANATE SPRAY FOAM INSULATION.FIBERGLASS PROPER PAINT AND PRIMER TO BE USED ON CELLULAR PVC.ALL NAIL HOLES 6 ROUGH FINISHED WOOD TO BE FILLED CHANNELS POSSESS A SPRING ACTION TO DECOLPLE AND ISOLATE THE COMPONENTS THEY CONNECT.WHILE e SITE WORK STRESSES AND SECTION PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED. GATT INSULATION,DEPTH DETERMINED BY sno OR JOIST. INSTALL.AST BEFORE GYPSUMM BOARD AND AFTER AND SANDED BEFORE APPLYING PRIMER OR POLYURETHANE.LIGHTLY SAD BETWEEN COATS. PROVIDING THE STRENGTH TO F RRMMLY SUPPORT THESE COMPONENTS.A CONCERN IN THE INSTALLATION OF ROUGH ELECTRICAL AND PLUMBING.INTERIOR WALLS REQUIRING SPRAY FOAM WILL NEED ONE SIDE TO HAVE SPEQALZM KITCHEN ACCESSORIES,BATH ACCESSORIES,F REPLACE HARDWARE 6 M SC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RESILIENT CHANNELS IS THE LENGTH OF THE FASTENER AND THE PLACEMENT OF THE a I. PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS COMPACTION,GEOLOGICAL 4. DESIGN,FABRICATION AND NSTALLATION OF TRUSSES AND SHEET METAL CONVECTORS SHALL BE IN GYPSUM BOARD INSTALLED PRIOR TO SPRAYING.INSTALL THE FOLLOWING PER MANUFACTURERS INSTRUCTIONS: $OHEpULE ANp SPECIFICATIONS.ALL ITEMS-0 BE INISTALLEO PER NMANUFACTUERS INSTRUCTION. FASTENER.THE FASTENER SHOULD NOT EXTEND INTO THE STUN OR JOIST,THIS SHORTING OUT THE ' REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AM SPECIFICATIONS: F.XIBRIORWALLS R-21 OPEN CELL SPRAY FOAM. RESILIENCY OF THE SYSTEM.AN EFFECTIVE INSTALLATION TECHHNIQ N IS TO PLACE SCREWS ONLY BETWEEN 5 ABSENCE OF THE NECESSARY SUBSURFACE SURVEY,THE CONTRACTOR SHALL HIRE A LICENSED SOILS A.S41IRB°ENT TO ENG NEERING BULLETIN*SE-266,DATED 4-19-00 OF A.S.DIVISION FHA 1-4-61. RO!ORS A"USEDCEdIJ MCAN79XVMOVERHANG&R-38 OPEN CELL'X'SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES STIRS OR JOISTS.THE CHANNEL MIST ALSO S FREE TO FLOAT UPON INSTALLATION AND THUS A BETWEEN EN Z ENGINEER TO INVESTIGATE THE SITE AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT.IF A B. NITERIVATIONIAL CONFERENCE OF BUILDING OFFICIALS REPORT#17414.5,DATED 9�6. BARRIER. a I. THE BUILDING THfRN"AL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT AIR NFILTRAT ON.THE SEALING CLEARANCE BETWEEN'T AND THE ADJACENT ASSEMBLY IS REQJIRRED.THE RES DENT CHANNEL SHALL BE a DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS,CONTRACTOR STALL NOT PLACE D GN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES T.O.I.70. BAAVDJOLS73`R-21 OPEN CELL SPRAY FOAM. METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION a FOUNDATIONS W THOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT/ENGINEER. RAAIJOLM'R-58 CLOSED CELL SPRAY FOAM. INSTALLER)PER MANUFACTURERS INSTALLATION INSTRUCTIONS. ,- LO 5. FOR TRUSS CHORD AND WEB MEMBERS,PROVIDE DIMENSION LIMBER OF ANY SPECIES,GRADED VISUALLY OR GARAGE CRIZE ;R-50 OPEN CE-L SPRAY FOAM. 5 - � N MECHANICALLY,AND CAPABLE OF SPPORTING REQU RED LOADS WITHOUT EXCEEDING ALLOWABLE DES GN pARTYSEPARA770NWALL 3)4'FIBERGLASS GATT ATTENUATION 2• OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULKING MATERIALS OR II.PIPES AND ELECTRICAL CONDUITS SHALL BE COICFTlTRICALLY PLACED W TH N THE WALL AND FLOOR/CEILING Q 2 PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL.ALL CONCRETF FOOTINGS SHALL VALUES ACCORDING TO AFBPA'S TIATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION'AND ITS CLOSED WITH GAB(ETING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATIONS. SUPPLEMENT". F7RESTLDP,ROCK WOOL OR THHERMA FIBER TO ACHIEVE RATING ASSEMBLIES,UNLESS OTHERWISE REQUIRED PER FIRE AND OTHER CODES. r O BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL BOTTOMS OF FOOTINGS SHALL BE 3'6'BELOW FINISH JOINS AND SEAMS SHALL BE SEALED N THE SAME MANNER OR TAPED OR COVERED W TH A MO•STURE /y GU?AGESEPARA770NWALL•R-21 F BERGLAISS GATT. � ,� � r- GRADE(MIN.) 6. FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS UNFIN�FIJVAWB4$EMENPSRPARAlWNWALL.R-15 FIBERGLASS BATT VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION 12.REFER TO OTHER DRAWINGS,DETAILS AND SPECIFICATIONS FOR AIDDITIONVAIL INNFORMAT'ON PERTAINING TO WALL ti UNFRSgEDBASEAIF.NI'CZUXVa-R-30 FIBERGLASS BATT MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCT ON MATERIALS. AND FLOOR/CEILING ASSEMBLIES. 1 r- 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN HALF THE 7, UNLESS OTHERWISE NOTED,FLOOR SYSTEM SHALL CONSIST OF PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY FffWfM AL4SFJWTMCB/IJNG.R-30 OPEN CELL SPRAY FOAM. t /L HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY THE LOADS FI4NMPERFdff BRBASEldEWWALL:R-I4 CLOSED CEL_SPRAY FOAM. 3. OUTDOOR AIR INTAKE AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED :3.THE FOLLOWING TEMS SHALL BE CAULKED,GASKETED,OR O-HERWISE ACOUSTICALLY TREATED,WHERE v V`J '^ INDICATED ON DRAWINGS WITHIN PARAMETFRS L STED AfLWUJ-FOAM SILL SEALER BETWEEN ALL EXTERIOR WALL MUDSILLS AND CONCRETE FOUNDATION WALL WITH NOT LESS THAN A CLASS I MOTORIZED,LEAKAGE RATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF 4 � /� `^�1; DOORSANDWI7VDOWS CONTINUOUS,LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS,ADJACENT TO OCCURRING AT DWELLING UNIT SEPARAT ON WALLS,CORRIDOR WALLS,AND FLOOR/CEILING ASSEMBLIES. Z 4. ALL BACKFILL AT STRUCTlBES,SLABS,STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR FILL.PLACE IN CFM PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH AMCA 5000.GRAVITY DAMPERS ARE PERMITTED � • 8'LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557. 8. SHOP DRAW NGS,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REG STERED IN THE STATE OF PROPOSED FRAMING NO7F-DO NOT FILL ENTIRE VOID,TO PREVENT FRAME DISTORTION.APPLY MINIMUM AMOUNT OF TO BE USED UN BULDINGS LESS THAN THREE STORIES IN HEIGHT ABOVE GRADE STAGGER 6 OVE REAP JOINTS IN MULTI-N AYER GWB WALLS 6 CEILINGS BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR N THE FOUNDATIONS. CONSTRUCTION,SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICAT ON.SHOP FOAM REQUIRED TO AIR SEAL GAP. ^' DRAWINGS SHALL INCLUDE THE FOLLOWING TEMS: Y'SEALANT JOINT AT GWB TO SUBFLOOR 6 CEILING AT DWELLING UNIT SEPARAT ON WALLS `�! A.DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES. 4. VESTIBULE DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL BE EQUIPPED W TH 1,-- C r- 12. JO NT SEALERS TO COMPLY WITH MANUFACTURERS INSTRUCTIONS APPL CABLE TO PRODUCTS AND X-SEALANT JOINT AT GWB TO SUBFLOOR 5 CEIUNG,GWB TO DOOR FRAMES AT CORRIDOR WALLS 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FEE OF CLAY,ROCK OR GRAVEL LARGER THAN 2'IN 9. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERW SE) SELF CLOSING DEVICES. APPL CATIONNS INDICATED AND TO THE FOLLOWING SPECIE CATIONS:ELASTOMER C SEALANT.ASTM C-926, FLEXIBLE GASKET(SMOKE SEAR AT DOORS:N CORRIDOR WALLS 6 SEAL AT BOTTOM OF DOOR ANY DIRECTION,DEBRIS ORGANIC MATERIAL,WASTE AND FROZEN MATERIALS.PLACE IN 12'LAYERS AMAND/OR POINT LOADS. SOLVENT-RELEASE-CURING SEALANT:ASTM C404,LATEX SEALANT:ASTM C-790,ACOUSTICAL SEALANT ELECTRICAL PANEL SHALL NOT BE LOCATED ON UN T SEPARATION OR CORRIDOR WALLS COMPACT TO 90%MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557. C. TRUSS CONFIGURAT ON DRAWING GIVING STRESSES ON ALL MEMBERS,REACTIONS AT SUPPORTS AND t ASTM C-919 U.INCLUDE BACKER PROD AS NEEDED.SEALANT SHALL PROVIDE PERMANENT,AIRT GHT, 5. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO (MIT AIR � � STRESSES ON ALL MEMBERS INCLUDING PLATES. SEAL EXHAUST VENTILATION DUCT JOINTS AND SEAMS WITH MASTIC r WATERPROOF SEALS WITHOUT FAILURE. LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.RECESSED LUMINAIRES SHALL BE IC RATED SEAL WIRING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUN WALLS n l 6 ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE OF EFFORT NG 9 HANGERS,FRAMING ANCHORS AND FASTENERS:PROVIDE AND INSTALL STAMPED AND FABRICATED STEEL OF DOORS AND WINDOWS AND LABELLED MEETING ASTM E 283 FOR AIR TIGHTNESS.RECESSED LUMINAIRES SHALL BE SEALED WITH SEAL ELECTRICALJ CABLE/PHONE BOXES TO GWB WITH PUTTY PADS OR APPROVED EQUAL o W 3000 PSF. THE TYPE INDICATED AS REQUIRED.NAILS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING N SEAL WIRING INTO ELECTRICAL BOXES 6 RECESSED LIGHT HOUSING TO GWB USE.NAILS SHALL BE FULLY DRIVEN IN ALL HOES IN THE ANCHOR"MANUFACTURER TO BE*SIMPSON'OR I REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS t O A UNDERWRITERS LABORATORIES,INC BUILDING MATERIALS DIRECTORY. PROVIDE FIRE!RESISTANCE RATED COVER AROUND RECESSED LIGHTING HOUSING M 7. BACKFILL SHALL BE BROUGHT lP EQUALLY ON EACH S DE OF WALLS.DO NOT BACKFILL UNTIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQUIREMENTS INDICATED SHALL BE PROVIDED.ALL HANGERS AND 6. THE FOLLOW NG SHALL BE CAULKED,GASKETED,WEATHERSTRIPP®OR OTHERWISE SEALED WITH AN AIR SEAL PLUMBING P PIES AND VENTS`HROUGH TOP AND BOTTOM PLATES OF STIR WALLS 2 ck CUBED AND ARE PROPERLY BRACED. ANCHORS SHALL BE GALVANIZED. B NATIONAL F BL PROTECTION ASSOCIATION:PAMPHLET#80 STANDARD FOR FIRE DOORS AND W NDOWS. BARRIER MATERIAL,SUITABLE FILM OR SOLID MANNER AL ROCK WOOL AND FIBERGLASS GATT INSULATION ARE '~ C NATIONAL WOODWORK MAUJFACTURERS ASSOC ATIN. !.S.1078•WOOD FLUSH DOORS. NOT ACCEPTABLE AS AN AIR BARRIER MATERIAL SEAL PLUMBING P PE PENETRATIONS THROUGH GWB �} 8. REMOVE ALL EXISTING FOUNDATION WALLS AND FOOTINGS PRIOR TO CONSTRUCTION OF NEW FOUNDATIONS. 10. ALL HEADERS AT BEARING CONDITIONS SHALL BE SIZED AS SHOWN ON DRAWINGS. o. AIR LEAKAGE:ASTM E283. PROVIDE GYPSUM BASED UNDERLAYMENT BENEATH TUBS AND SHOWERS r V E. WATER RESISTANCE:ASTM E331. SEAL TUB AND SHOWER DRAINS TO SUBFLOOR 6 SHOWER ENCLOSURE TO SBFLOOR AND WALL II. ALL HEADERS AT NON-BEARING CONDITIONS SHALL BE SIZED AS INDICATED IN THE FOLLOWING TABLE,UNLESS AIR SEAL THE FOLLOWING LOCATIONS REPOSE INSULATION: " 9 EXCAVATIONS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3'-0'BEYOND NEW FOOTING LINE. OTHERWISE NOTED: 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AIR IMF LTRATION STANDARDS OF THE 1972 MUl151LL TO FOUNDATION 6 RIM JOIST TO MW SEAL SHOWER HEAD TO TILE OR SHOWER S 14MLMSILL 6 TOP PLATE TO RIM JOIST PROVIDE SEALANT AT FIRE SPRINN ER HEAD ESCUTCHEONS TO GWB t AMERICAN NATIONAL STANDARDS INSTITUTE AS-M E283-73 WITH A PRESET DIFFERE NTIAL OF 1.57 LBS.PER SUBFLOOR SHEATHING TO RIM JOIST BETWEEN CONDITIONED SPACES SEAL ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SBFLOOR S LIP O THE GENERAL CONTRACTOR MIST TAKE MEASURES TO CONTROL SOIL EROSION OF STEEP BANpcS DIKING OPENING SIZE HEADER S ZE TO 4'-0' (2)2x6 SO.FT.6 SHALL BE CERTIFIED AND LABELED SUBFLOOR SHEATHING T6G AND SQUARE EDGE JOINTS SEAL RECESSED HEATERS(PTACS)TO GWB CONSTRUCTION WHEN NEW CONSTRUCTION IS COMPLETE,THE GENERA CONTRACTOR SHALL REGRADE PARTITION WALL STUDS AT EXTERIOR WALL INTERSECTIONS 4'40'TO 6'-0' (2)2x8 INNSIBATE 7UCTWORK LOCATED WITHIN FLOOR/CE UNG ASSEMBLIES b DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUITABLE VEGETATION"0 PREVENT 3. GLAZING IN DOORS AND WINDOWS SHALL BE TEMPERED SAFETY GLASS AS LOCATED PER THE BUILDING CODE. TOP PLATES OF EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES SEAL FTE AND ORK L CANE GRILLES,INLETS AND DIFFUSERSM LI GWB EROSION 6'-0'TO 9'-0' (2)2x10 DROPPED CEILINGS,SOFFITS AND CHASES te GWB - 12. PROVIDE MEMBER UNDER ALL INTERIOR PARTITIONS RUNNING PARALLEL TO FRAMING.PROVIDE SOLID BLOCKING ATTIC KNEEWALLS AND JOIST CAVITIES UNDER ATTIC KNEEWALLS SEAL CLOTHES WASHER VALVE/DRAIN BOX 6 DRYER EXHAUST BOX SEALED TO GWB 1. FURNISH AND INSTALL EROSION CONTROL AS SHOWN ON THE SITE PLAN.PROTECT LANDSCAPE ITEMS,THAT LNDFR ALL POINT LOADS AND COLUMNS. TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TUB/SHOWER ENCLOSURE TO SUBFLOOR BATH AND SHOWER DRA NS TO SUBFLOOR � ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION FROM THE AREA ON MASONRY FIREPLACE TO SUBFLOOR SEAL BUILT-N CABINETS TO GWB THE SITE PLAN WHERE THE BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED. SCRAPE 13. FURNISH AND INSTALL THE FOLLOWING: 5. BUILDING ENVELOPE FENESTRATION MAXIMUM UfACTOR 6 SHGC REQUIREMENTS. FASTEN CEILING MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT CEILING � FIXED FENESTRATION U-FACTOR:0.38,OPERABLE FENESTRATION U-FACTOR:0 45,ENTRANCE DOORS ELECTRICAL SERVICE PANEL ON EXTERIOR WALL OR TENANT SEPARATION WALLS FASTEN WALL BASE MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT FLOOR AND STOCKPILE AL.TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE UfACTORR-0.77.SHGC PF<0.2=0.40.SHGC 0.2<PF<0.5=0.48.SHGC PF>0.5E 0.64 HVAC DUCT JOINTS AND SEAMS SEALED WITH MASTIC 6 REGISTER BOOTS SEALED TO SUBFLOOR N APPROVED LOCATION. LIGBTFRlA>mVGLUMBElD1:ALL TOP AND BOTTOM PLATES,WALL STIRS SHALL BE DOUG FIR LARCH STIR GRADE PROVIDE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER W/RESILIENT HARDWARE e OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER.FINISHED 4 SIDES,19%MAXIMUM SKYLIGHTS.U-FACTOR 0.50 6 SHGC 0.40 EXHAUST VENTILATION DUCT JOINTS AND SEAMS SEALED WITH MASTIC t MOISTURE CONTENT.2'NOMINAL IN THICKNESS AND 4'NOMINAL(OR GREATER)IN WIDTH COMPLY WITH INDUSTRY WIRING 5 PLUMBING PIPE PENETRAT DNS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATERIALS:USE A COMBINATION OF THE FOLLOWING 2 FURNISH AND INSTALL,N ALL AREAS DISTURBED BY CONSTRUCTION ACTIN TIES AND ANY AREAS INDICATED ON STANDARDS,AITC 105. 6. FURNISH AND INSTALL THE FOLLOWING: WIRING INTO ELECTRICAL BOXES NON+WDENING CAUR(-SEALS GAPS LESS THANYz'WIDE m THE SITE PLAN,4'CLEAN LOAM AND GRASS SEED.COORDINATE W TH ALL OTHER SITE WORK. 7f?f.A7EDLUMBER SOUTHERN YELLOW PINE,#1 GRADE WITH PRESSURE PRESERVATIVE.TO BE USED FOR ALL o EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROUND.TO BE USED FOR EXT.WD. PRE-AUNGBI7ERIORDOOR:SHALL BE MANIFACTIBED IN ACCODANCE WITH BASC HARDBOARD PRODUCT SPRAY FOAM F LLS LARGE GAPS MD SMALL HOLJ=S 21 AIR SEAL THE FOLLOWING LOCATIONS AFTER GYPSUM WALL BOARD(GWB)INSTALLATION: ? i3 FURNISH AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PER METER OF FOUNDATION FOOTING. DECK SLEEPERS,SLAB FLOOR SLEDS AND EXT.WALL MUSILLS. STANDARD ANSI/AHA 135.44982 AND NWWDAI.1-86,SEC 3.73(B).MANUFACTURER MASONITE CORP.OR ARCHITECT _ __-- BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS BLOCKUWANDNAMM DOUG FIR LARCH STUD GRADE OR BETTER.PROVIDE BLOCKING FOR ALL FUTURE Yo'SEALANT AT GWB TO SEIFLOOR AT EXT WALLS AND TENANT SEPARATION WALLS GASKETS-NEOPRENE,RUBBER,FOAM SURROUND PIPE WITH CRUSHED STOVE AND FILTER FABRIC AND ALLOW FOR PROPER INSTALLATION WITH MOUNTED ITEMS,SUCH AS,CASEWORK,SHELVING,HANDRA S,RAILINGS,BATHROOM ACCESSORIES.PROVIDE APPROVED EQUAL.SIZES AS INDICATED ON THE DRAWINGS.COLOR AND STYLE SELECTED BY ARCHITECT AND/OR DOOR FRAMES 6 WINDOW FRAMES TO GWB AT EXT.WALLS AND CORRIDOR WALLS ADJACENT DRAINAGE MAT/WATERPROOFING ON FOUNDATION WALL FURNISH AND INSTALL DRAIN PIPE, OWNER.MERATED.FURNISH AD INSTALL AT GARAGE-TO-HOUSE DOORS TO ACHIEVE 20 MIN.F RE RATING; ACOUST CAL SOUND MAT MI7.IBRANE FIRE-BLOCKING AS NECESSARY,PER CAE. TUB/SHOWER ENCLOSURE TO GWB CLEANOUTS,ETC.,AS NECESSARY 6 DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIV L DRAWINGS. INCUDE GASKETS,THRESHOLDS,ETC.FOR UL TESTED ASSEMBLY.DOORS SHALL SELF-CLOSE. GYPSUM BASED ERLAYMENT AT WOOD SUBFLOORS a PLYWOODSUMMOOR:APA RATED Yi ADVANTEK,TONGUE AND GROOVE.GLUE 6 NAIL.ADHESIVES CONFORMING ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOORUND AEX7 W TH PERFORMANCE SPECIE CATION AFG-0I SHALL ONLY BE USED. 8R/ORDOOR:MARVUFACTURER MARVIN INTEGRITY WOOD-ILTREX,SHALL HAVE INTER OR FACTORY-PRIMED SOUND CONTROL MAT BENEATH HARD FLOOR ENRAGES E WOOD WITH FIELD-APPLIED PAINT FIN SH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE 6 ATTIC ACCESS P,LL-DOWN STAIRS SEALED WITH WEATHERSTRIPP NG ON COVER RESIL ENT CHANNELS-DIETRICH RC DELUXE RCSE t THANRlOO 24*o.c. V�APA RATED 'EXTERIOR GRADE PROVIDE PANEL CUPS AT MID SPAN FOR SPANS GREATER INSTALL CORROS ON RESISTANT HARDWARE SUITABLE FOR COASTAL ENVIRONNMENT,SALT WATER SPRAY.VERIFY RECESSED LIGHT HOUSING TO GWB THAN 24'o.c. SOIBJD ISOLATION CUPS USED WITH METAL FIBBING CHANdVELS a COLOR WITH OWNER/ARCHITECT FOR SELECTION B FINISH OF HARDWARE 6 DOOR ALUMINUM PAINT CR PRIOR TO RECESSED WALL HEATERS(PTACS)SEALED TO GWB c WALLSIIEA7NBV�APA RATED)4'COX PLYWOOD OR,{e BOARD OR STRAND BOA (068). GYPSUM WALL BOND(GUNS) ORDERING.VERIFY ACTIVE PANE ORDERING. PANELS ON DOUBLE SWING DOORS.PRIOR TO OERING.PROVIDE SHOP DRAWINGS TO HVAC GRILLE AND DIFFUSER AND VENTILATION GRILLES AND INLETS TO GWB VIBRATION ISOLATION DEVICES u ARCHITECT,FOR REVIEW. 0 t Ga12.42 1` FL1313.00r ' I` G 311.83 i �- 311 q5 ;I FL1 307.50r-G$06.92 G G 306.33 30.75 i y FL 1 297.00 '� FL 1301.50 6 300.92 C 1 FL 1 294.50 G 29.�42- !,� j G 299.75 G 300.33 i / 1 C 2 5 FLl 292.50 G 213.33 i t �' C 1 2 1 1 291.00 G 291.92 ! �I` ` C2 19 21 ,ri-, G 2�0.42 C 2 r 15 C I LUST R ;` I - - --` _ BR B L 13 r_ -_ •I] `; �,` �. ,._-� •- ; CI.USTFr�--- K L E LANE z z�++ y o E a B R - B L ��, 7 ,�, E ;- _ - �_;_�_- N E Y S U C _ u,a w c m o 11 c�= 5 1�I i _ � cLusT�R�_ I -�=- H p -- L=-_- , 1 ;� I I N r Q c 01 3 I cLuFER Z; =---- � \ �n - I C u�U ^_ 11 I N `=`SYER BB _IGLUS E�A -=- _ _.:� --� r �. 19 YL R1 !13.00 0 _ °a a _ CLU N E �. /_ - IT ;m Z R G 3 2.42 U x �c 3 == N YS LE LA \ t' 17- I U m v jo-UUST I H E U c� L_=----1`- FL1 305.50 : I.- Z o =� O 1 -_ it n 15 G 304.92 I` I i _ -I I Q U 1 n 1 j1 G y t B L i I r - I r': `�` 1= I0- `_ 22 -+ti� ��A - J I�c 15 Z L F�1 3�12.00 FL1 294.50 J, c- II G7 " 13 d 3111.42 -----,;° it o;r27 G 293.33 B R fi �, > Y R I W� B L FL 130540 --� `� ` � II � I - I � G''����► G 304.92 FL1 293.50 BR II I� - }- -- ` I 1;'r►i C 2 G 305.92 - 1 W/O _ �' --- t 11 ?- I Z c 1 1 Z L FL1 31 00 G 292.92 �'� , 1)0 _._�` :� II F q Z R C 31 42 FL 1306.50 D "ao 112 0 294.33 G 305.92 �� O !N /' G 305.92 I r I 1.0 n' FLI294.00'1_. > t 00 - W/o BL 18 "yi 1 C� FL1 295.50 FLl 306.5� j� �i` T II m C YL FL�1 31f0 2 O y ''' / �+i' r 1 C 1 G 3os.92 = 31�.42 G 293.42 _J �� c G 294.33 G 305.92 �� y ,•L-- s ;I Z R ` % i 1 9 16 ��: T T G 305c92 C 2 S A° r ' G 294.92 16 ll �� FL1 309.00 FL 1 295.50 BR p - T C 1 ! , ,I CS 3 G 308.42 W/o °� Z i 21 ---- ` 7 G 804.42 ` r Y R z G 294.92 I' m C 2 �' O 14 1_:1 it so FL 1296.50 !1 FL 1 305.00 w -- m `'c 19 B L G 295.92 G 3oa.92 C 1 ` / G 304.42 -- FL1 296W/o.001 B L 14 ;o I- m FL 1305. / 'm°A G 303.83 i 12 m , ' G-297.42 , /��• //i i N FL1297.50 A 1 �7 / / % NOTE: CL BR ( C2 C2 \ `� /: CG6 /i %�� �/ FOR DIAGRAMMATIC PURPOSES L N W/O 11 G 304,33 10 \ % �✓ ! ��j �, ONLY. REFER TO CIVIL G 296.92 FL1 298.00 - ,� ;i� ti® �\ �' ii DRAWINGS FOR ALL RELATED N G 297.42 i' / �_ / ' G `� <\ / FF 302.50 \ / SITE WORK. J i 1 ,moo � � / LEGEND: � U FL1 298.0o I_ BL I '° BL -� `\\\ `\ A- "A"UNIT G 297.42 J W/o 10 1 G C 1 8 \\ \� ,/ BR-"B RIGHT"UNIT I- G 297.42 o \`� \�: ,i\J i BL-"B LEFT"UNIT u � U n 13 FL1 303.Sb `� / i' ; CI- "C"UNIT,MASTER UP L1J G 1. G 302.92 1 / C2-"C"UNIT,MASTER DOWN F- O a) �''� YR-"Y RIGHT"UNIT Z = Z Q L M.42 'L \ < / // YL-"Y LEFT"UNIT r 1 BR 8 G .42 ZR-"Z RIGHT"UNIT CL I[ 11 C2 C 1 f�� �v ' �'✓ ZL-"Z LEFT"UNIT F J FL1 298.00 ,p \ ��`, ,/ W/O-WALKOUT U Q w W/O FL1297.00 p �<� , FL1303.00 w Q Q G 297.42 296.42 G 301.42 \� i II C 2 G 302.42 p ,U 0 27 C 1 \� G 302.42 �� � / G 295.83 FL1 302. � ` G 300.83 C2 G 296.42 C 1 / ,//`' O FL 1302.50 G 83 \lGsr C 1 G 301.92 FLl 297.00 �' 7 0 0293.42 / ,!j�� •9 W/o ti C 1 .���� G 295.83 C 2 2 �` 5 C 2 FL 1 294.00 ,% i� ti % .✓/ B L - 3 y G 293.42 / �� p\ `/ 21 Z //'�, �% G 302. / �� ! ,\Old G .92 W G 295.83 i 1 14 \\ '9 '\F 292.83 �� / FL 1303.00 C 2 %, "F �° Z C\ / �� W/o I�\ `•� `/ 19 C2 FL1301.50 Lo - � C 1 ,'� / G 302.42 / G 300.92 , N y Q o I i /i C 1 F,� 289.42 ��� �> a O 300.33 >` r- m ji G 301.92i ^' '- 290.0(� W/o / C 1 \�\ �:-� ,-�� G 289.83 FL1 302.90 8\\\ w >` Lo G 289.4 8 �� FL1 291.00 W/o C 2 ' \ N / G /, �� G 289.83 G 301.33 C2 8.4 W N G 301,33 FL 1 /o -/ C 2 / ✓J 0 W/O `/ S1� / FL1291.50 � � 3 G 287.92' G�J G 290.92 FLl 299. 4 i, ��� C 1 / 298.42 0 B L G 291.83 297. cn B L / FL 1 293.00 0 O i/QP 9 �G 292.42 FL 1 294.50 C 1 \\\ G C2 cl C2 G 293.82 ti S ` G 7.83 - - - '�:�\ ��' 3 1290.00 '► p s BR C2 �. F ( CCU 3 FL1 299. �\'�\\ C 1 G 289.402 / 12 l U TF N F STF,G6 / �/ 1 L 297.83 N1. \/1�' \ �. N,c;, !- \ - \ � G 788.83 i �- ,�CVST�R y v', y ' ��` 1 C 1 / �� FE O 298.42 ■ � � \ BR A 8 Hy C1 ENE MIF-T-liff ME C2 °t� 6 0_ �\� 288.50 G 290.3?� r 6 S fR FF CLUSTER DD 2 3 0 _ W/o - = G 287.92 FLiW 10 4' - G 8.42 C 1 G 2 8.4, -� - _ - - G 290.92 BR 2 B p I o y ®®® ® ® ® ®i oil ®® WJ ® ® ® G29.92 BL �o I� -_T '. --- _- �L1 299.00 G 1 �I BR W/o '[TFL 1 293.5Q G 298.42 s a i i i G 292..92 FL 1 204.50 C2 W/o FL 1 295:59 UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT G293.92 W/o G298.2 G 294.92 4 0 0 44< A A/C UNITS ON I �" GONG.PAD EGRESS WELL O DECK ABOVE 9-4 w/STEPS 41 4----------- ------- -- 1 J 1 I O r 10'COLUMN �i r 1 1 I z z u+ o E10'GONG. �10"GONG. COVERS 5„ SONOTUBE 5" _ 5ONOTUBE 2 aci o a FOOTING i i----------� iIT�-i, ;� FOOTING o w V Q- rnP 1 13'-5y�„ 1 5'-41'Z 66 1 I I 81 I „ w o W c-t I I I ,_ , , I 1 1-4 I OZ po 4 0 4-O I I 0 j N -$ Q ' I 1 _ -------------- ----------------r ----- -------- -------� U a r 3 I 24"x5b" I I - 1 1 i i V ^Z v ------------�E6�bF1------------ me BLUESTONE I A3.0 ���'�+c`�i Q h, = SLAB I I I r------------ I_ I �p 1 1 (2)3660 DH ��„ EGRESS i i -, 1 „ _ _, 10/Z„ -5y� 15 4� ----- ----------------------- ------ ' t� ------------- 1 1 O �bTiCTh' �bC-pf------------ I 1 1 ------------ --------- ----i ----------- ------- ----------------- I (5)2x6(TYP.) 1.I 2 2x4 STUD A3.0 i A3.0 DETAILS EE I1 I I I I I I ' I I 2 1 I 2 I i FINISHED i t I ; A3.0 I A3.0 1 I FINISHED BASEMENT I 2x4 STUD BASEMENT I I WALL,SEE I I N i 1 I I DETAILS 1 Z I � Q > nl I i 2x4 STUD WALL, uj IN51DE 2x6 WALL i I i1 I I 4-7' S'-II" "I'-6" SEE NON-WALKOUT i I I 1 BASEMENT FLOOR I 1 °- b� - 1, �O PLAN FOR i I I 1 2x6 INT.WALL " 3 yS' 2-�v, I r-- INFORMATION IN i 0 I THIS AREA ; I I ; HOT L 0"TUB i I N WATER J OWER 1 N J I � I I i 12"xl2"x4" 3 � I I Z �- 1DEPRESSION Z [ , o+b I i Q N 1 I I I IN SLAB o _ _ °� J I J UNFINISHED O O r r r w; _ ^� I 6 NI I �ry S1 i '� i HVAC UTILITY O ELEC CL �i I" 1 PANEL of I (t1 O Z II ; EJECTOR PT/ °° �6. CPT �i ( �t •• J N V 1 I I I I PUMP FOR v I 6 Z � I i i I BATHROOM `t Q L----------------------------------------------------� r------- - ----------- ---------- -- I 1 1 O __ ------- ' W I L--- J � , I b0 I I U -� W r----------------------------------------------- I I = + Q I 1 I I J I 1 , ; O 'Lb 3-I'. I I cU 1 I OUTLINE OF I 1 1 1 I i-------i , I r-------�- I I ; STUD WALL 1 i i 1 1 i ABOVE(T1'P.) I --------y- I I L-------4 z_ I I I I I w w I I I I I 3 I I N X I 1 l I 1 STAIR 1 I L I u- I I I O 1 w I I I I I i i i Z, i I 4'-U'2" I I t i I 1 I 0I I I lBJw I , I I I SEE NON-WALKOUT i - i ; o f UNEXCAVATED i i BASEMENT FLOOR ; ; 1 ' I I 1 1 a VJ I PLAN FOR SLAB ON GRADE 1 " Z I 1 1 1 I n I I 1 i 56 HI6H UP INFORMATION IN 1 I I I a I 1 1 GUARD/ I THIS AREA i i i I I ; a. HANDRAIL i I Lo Lil 1'-0" I O t�I I 1 I I I ti � � I 1 I I ` • I I 1 I 2x4 STUD WALL I v O I I i I i i ON THE FLAT• STAIR ONLY ca I I I I I I I I m II L-----------------J I 1 I I I 1 v J 1 n r------------� I ! i I I 1 ------- N I n r- I I i I cv WNEXCAVATED; i (N 1 ------------------------------------------------- 1 1 I------------ i SLAB ON O ------------------------------------------ � �--� I --------'----------------------------- --- „ GRADE 11 I ' ------------------------------------ -------- -----i I I r-- - --- ---- --� -------- ------------------------ �J j r ' � � � � � II I ' I I I L------ I I I I II N W -------- I I I I ---------- -------------- I 1 -- ---------- r J i A3.0 I ----------------------1 i 1'-10)'' Ib'-3" I'-I 1 -+------------------- O 20-01, I 8'-O i✓ I28-10" 4- CEoz oo J BASEMENT FLOOR PLAN w/ WALKOUT BASEMENT FLOOR PLAN �aQ� SCALE:1/4•=1'-0' 02i SCALE:1/4"=1'-0" l a o 3 0 J Y G f• J 0 `W W FLOOR AREA"A"UNIT: m BASEMENT: 777 SO.FT. a FIRST FLOOR: 998 SO.FT. SECOND FLOOR: 1.425 SOFT. ? TOTAL: 3,200 SO.FT. J GARAGE: 439 SQ.FT 0 2' 4' 8' VOLUME: 28,023 CU.FT 4 1/4"=1'-0" o u a 0 A/@ A/C UNITS ON GUARDRAIL w/ 1 GONG.PAD OATE H. A3.0 COMPOSITE 56"H.PVC ABOVE 6RADE DECKING GUARDRAIL 6/2 16426 A/C O W - rt WD.DECK OR -__ -- �. i ID.S. BLUESTONE `� ' � '0 (A>30 LINE OF WALL BELOW z z W a�o 3'-5Y2' 10"COLUMN I 1 I 2xb STJD WALL, I m � ► E m PAVER I-4' i INSIDE 2xb WALL „ FLAT ROOF BELOW 'i FLAT ROOF BELOW ALUM.X'GUTTER .W-= o °u, 28'-l0 y Q 6'-8Y2" 6_q„ COVERS _ I I tV I I a p W p o ROOF I I S i j i L_J L L_J L S 0 = r 3660 DF- 3660 DI- 3660 DF o - ABOVE I -5' 4'-3YZ" I I-I I/4' 8'-/a' . 1 I -- -'- ^Z U Lu (5)2xb(TYP.) �t CL� 1 �__ oe — - w -7-23/a" 8'-I�/a" `t I I 2SMT �'t QSMT C o i 3664 DF 366E DH 3664 Dh 3664 DI I i t_— a O o J I , ,----- -- -- - -- - ----- - -- --- cmcu m W 6 F' L----------- ----- ---- -------------- - Z 3 (5)2x6(TYPJ - 3664 DhIT 3664 DI­ 3664 DI- 3664 DF LINE OF I- WALL BELOW i DINING I ;w I ^e Z I - —- ( �l p+► (5)2x6(TYP.) 9 D WSTER �°10 •O 2 2 ROOM x EGRE55 WINDOWS w/ 0 A3.0 �q I - _ `" LIMITING DEVICES THAT - r1 I HAVE RELEASE I � �_ _-_ • ;.; MECHANISMS TO AL LOW FOR EMER6ENGY ' m 2'-lY2° I i ESCAPE(TYP.) ' O _ I 3 I I 4 4 m r 36"W.PREFAB MASTER A3.1 n I w LL a i i VENT FREEGAS -I 5'- 2° BEDROOM T FIRE LACE N KITCHEN i i 1 = I4HSD W-8" 16'-4" LIVING - ' � IE I 0 0 o i i ROOM ;fl I ry n WALK-IN `'6, so wp �[ •I I I � + I 1 `9 0 z o I I -' CL ae• OPTIONAL 2 I 2 J � � vi i °- 2 r 2 A3.0 A3.0 --- - Z O O 5KYL I GHT I N f > 1 i I ROD a SHELF s° N r 2 , 2 ' AS.O .0 SHELVING I NICHE cv O REF *D I SINK O�' DEN I_ 3-2' d� \v-41'2" 3-�2 m8- 2 3'-OY24-5 3-� 11 LAUNDRY 1 OPTIONAL i ON6 INT.WAL r 2xb STUD WALL, EPDM R F SKYL16HTb _ IIN51DE 2x6 WALL �• MEMBRANE, c----aVWC ROD 8 SHELF n CL a; t6� • , PER FT SLOPEz CL -Vt CL - , 6�. I I I Q N :n to ti '�� I LINEN HALL n STAIR a' I PANTRY e- in 32"x6O"TUB° s____, c----a r I +6 +� T `�a. :t � - w/SHOWER - to i� lei N j�� i j FLUE P �. MU ROOM 'L� in t6 I I T- 36 HI6H �'-4 I I I i t I O O CHASE 0, DN �• i GUARD/ I `v I H N b - - ------ 1 I 1 1 ,A � I J Z (, ® o o J�a BATH e� HANDRAIL- �`1 I i I LL �� I t \I 1/ \I ` PEN I k-2 D „_PEN„ -w IOPTIONAL � QL2x6 INT WALL r4BOVE I _ ' OPTIONAL - ----- -- SKYLIGHT �z I 1 I SKYLIGHT ui I SELF-CLOSING 20 � s� I ® ROD 8 S � �C I � I E-- ---.� I w J MIN.RATED DOOR i o 0 0 o D 8 SHELF N Q FL E U Q c TAIR I ;� I CH E WALK-IN 2x6 INT WALL 3o"x3o° WALK- - I I I N I T CL - ATTIC ,, CL ' z 3 2 I 'n I d+'0 �,� ACCESS 10 Lu 2OARAOE IL AAL-5 d i 6B• tib CEILING TO HAVE 5/6" -n v'•o ryI �p 6 -- L aw TYPE'X'GYP.BOARD , I �; I d• I _ I _ r - I 5'-q" 5'-II" 2'_2 4,_ s in GARAGE + 36"HIGH UP I I _ , I � .GUARD/ I - n n HANDRAIL FOYER o I I V7J r--------------------� r' I I 13'-10" 14'-2" I A3.1 _ — 4 Z -- ---- In- N i I Lo WATER METER I I BEDROOM#2 BEDROOM#3 i I Q r-- CLOSET w/ ( - LINE OF WEATHER I TEMPERED o. WALL - _ _ _ a STRIPPED DOOR I 2559 CSMT ��'sG>o• EGRESS WINDOWS w/ E6RE55 WINDOW5 w/ BELOVv I - I d HEATER I LIMIT N6 DEVICES LIMITIN6 DEVICES _ I _ THAT HAVE RELEASE THAT HAVE�tEA'3E--- ------- I - 2x I MECHANI5MS TO MEGHAN$M5 TOLo I 3 ALLOW FOR ALLOW r-PR I tr ( _ I EMERGENCY ESCAPE EMER&ERCY ESCAPE I Z �/ N I6'0"x8'0"OVERHEAD I TO E p I RA 3664 DI- 3664 DI- 3664 DI- I 3664 DI- �1 - J ------------------------------------------------ ------------------------ oilO' TRIM TR M - - --- - - --- O O I � I I, I' ' RESEMBLING RESEMBLING - i RAIL NO BELOW i J COLUMN GONERS COLUMN GONERS ABO p (TYP,) L of if D S -RAIL N6 BELOW ALJM. 'K'GUTTER 2'-0' !6'-O" 2,_0„ b,_O„ 2,-O„ I - "11-0' 1,_O„ 3'-6" i 1 (TYP.) D IS a) 20'-O" 8'-O" 5" 28'-O" LINE OF WALL BELOW m N 5, - O I 28'-101, —__-- 28'-10" I 28'-10" ! - sit � A3.0 �' .0 2 SECOND FLOOR PLAN ROOF PLAN I FIRST FLOOR PLAN SCALE:1/48=P-0• 3 SCALE:1/4'=1'-0' _ SCALE:1/4'=1'-0' F i n v FLOOR AREA"A"UNIT: Cc m BASEMENT 777 SQ.FT. FIRST FLOOR: 998 SQ.FT. SECOND FLOOR: 1,425 SQ.FT. TOTAL 3,200 SQ.FT. c GARAGE 439 SQ.FT. 0 2' 4' 8' VOLUME. 28,023 CU.FT 4 I/4"=1'-0" :J 0 Q 2Z W 4)0 Eo, H No coo U? F,N� I CP G au Q d OI:O OC p W p._ )O O = CL c` U = .2 ro V Z p oc U Q FIBERGLASS/ASPF+ALT ROOF FIBERGLA55/ � =I5ERGLA55/ rt � � ;L ! I SHINGLE I A5P-ALT ROOF i SHINGLE ROOF I 0 5H NGLE ME-AL FLASHING �IE-AL FLASHING METAL FLA5Im+ING ' _ AT THE HEAD OF AT THE HEAD OF AT THE HEAD Or- ALL WINDOWS+l ALL WINDOWS i AL_W I NDOW5 d DOORS(TYF9J DOORS(TYP.) DOORS(T`'P) , -- ----- -- b"X''STYLE 1 b' 111<11'STYLE i Um a WHITE ALUM. WH TE ALUM. p1lG TRIM GUTTERS w/2"x 3" EEXV� GUTTER5 w/2"x 3" WHITE ALUM. WH TE ALUM. LEADERS(TYQJ LEADERS(TyP.) %PVG TRIM s Z N /a PVC TRIM - -- - CORNERS('YPJ i �^ CORNERS(TYP.) I %=VG TRIM Es/a PVG TRIM �-AROUND r -_ I s - /a Pvc TRIM I f DOORS AND 0 AROUN:� LI DOORS AND I p �- AROUND Iu _C = I N VvINDOWS(TYP.) I W NDOW5(TYP.) DOORS AND I Q - J KENN �-- _ _ WINDOWS(TYP) W � -Q CEMENTBOARD I I GEMENBOARD I - I I - �- GEMENT50ARD I O SIDING,SYa°REVEAL _ SIDING,SYa°REVEAL Li �}T.O.SUBFLOOR _� FLAT EPDM I SIDING,5Ya"REVEAL _ __ FLAT EPDM 2 Y _ _-_- 2�}T.O.SUBFLOOR RAF _-_- OT 0 SUBFLOOR _ ROOF --- O Z Y 6" 'K"'STYLE I I Z W I I O � Q WHITE A-UM. 10"5GUARE GUTTERS w/2"x 3' I COLUMN 10"SQUARECL WHITE ALUM. COVER OVER COLUMN i -- U W J LEADERS(TYPJ WDVGOL NR w U Q WD.COLUMN � z � o %PVC,TRIM O I O I I p l tl ! I CORNERS(TYPJ S i \j OC 1 j r- TR M -- RE5EM5L I NG p LL L_ COLUMN COVERS h i- D ' � D S I I 36"H.PVC � � LEE T 0.SUBFLOOR _ _ _ _ I_ - I GUARDRAIL - - - - - - - - - ---- T.O.SUBFLOOR I - -------------- --- T-- ----- - O I _ -_ _ T.O.SUBFLOOR _- ------------- r TRIM IMIN15H GRADE RESEMBLING IUE5TONE 5LUE5TONE II I a IiiI iII iIIII G�I I, 10'SQUARE ----- NITS ON COLUMN 15RAGE ON Ake COLUMN GONERS I )i V i i G .PAD COVER OVER LT----------------------------------------------- -i � � I I I I 10 al HD.COLUMN . -- Q-1--------------------------------------------- ----------- --- -A5 GUAFjDRA L w/ =iz� Z^W` V^^ Il IW/�,TER METER CLOSET III I I O I --n-- 1 - u-- 1 I I GA36'H. Iw/1 WEATHER STR PPED I'I I i i 11 _ i c 11 i i ABC GRADE oa I as I 1 I I - - O r� Ddly OR HEATERO l - -- - - ` • I I I I I I I_I III III II1 II1 I II II r � II 1I WI PWS IN WE ,w/STEPS RR ca _ I ---------------------------------�I +I -------------+I �I B� T.O.SLAB ---------------------------1 1-• ------ -----I I -----TI T. SLAB T.O.SLAB - - t- - p I ---------------� I � ^, �Lo MR ---------- ------------------------ ----------- ---------------- ---------- ------ I • FINISH GRADE i i i i A/C IT5 ON FRONT ELEVATION REAR ELEVATION A31 JI I I I 3 I I I I GONPAD • I SCALE:1/4°=I'-0' 2 �_ ,- I V l A3.1-----------------� V � j I � � SCALE:I/4-I 0" ( 1-------- ( �------------------------------T I , 1 I I I , L------1----------------------------L-------J------------------ t n REAR ELEVATION W/ WALKOUT ^, GENERAL NOTES: SCALE:I/4'=1'-0. W WINDOW/DOOR NOTES. N I. SEE EXTERIOR ELEVATIONS 8 SECTIONS FOR ALL R.O.8 TOP PLATE HEIGHTS,UNLESS lz I. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS.AS SHOWN ON ELEVATIONS. l O w OTHERWISE NOTED.2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING,UNLESS OTHERWISE NOTED. 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS.3. PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED. 3. 2x6 NOM.EXTERIOR WALL FRAMING 8 2x4 NOM.INTERIOR WALL FRAMING,TYPICAL. 4. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE. J UNLESS OTHERWISE NOTED. r 0 Y O J e- V • f m ti ti C 0 2' 4' 8' a 1/4•=1'-0' s 5Y2"FIBERGLASS I 1"GYP. 5Y2'FIBERGLASS I SOUND BOARD SOUND OPEN CELL"X" ATTENUATION -INER PANELS AT-ENUA-ION - SPRAY FOAM TRJ � - II III >- _ 1' - _ 0 C P S/vc I C W U a� O1� G THERMAL FIBER OR TR PA T u+ o p o ~ a IV r �^IERMAL 1" a�i c'GYP. APPROVED I = U s 3 a • FIBER OR ,_ BOARD FIRE STOPPING 1"GYP.BOARD 5"i 5f' U �z APPROVED - LINER LINER PANELS de 6 THERMA 7�- F FIRE STOPPING „ SLOPE 4"PER FT. OR SPRAY 5' S PANELS I f Q APPROVED 9 SEPARATION WALL DETAIL RE STO i t SCALE:1-1/2"=Ill 5" 5" 8 SEPARATION WALL DETAIL SCALE:I-1/2"=Ill (�7) SEPARATION WALL DETAIL _ SCALE:1-1/2"=1'-0" 3.0 y 4 1 12 IO T v ----- v q TYP.ROOF CON5T. �' S --- 6 r- 0 • ASPHALT/FIBERGLASS I O TYP.ROOF CONST. EAVE w/ i ROOF SHINGLE r- •• '� N • 15#BUILD N6 PAPER � � N • ASPHALT/FIBERGLAS5 &UTTER, i . 5/e EXT.PLYWD.SHEATHING ROOF SHINGLE SEE DETAIL • EN6 NEERED Ill ROOF • 15#BUILDING PAPER _ � TRUSS w/SPRAY FOAM • 9/e"EXT.PLYWD.SHEATHING INSULATION , • ENG W INEERED D.ROOF A NDOW AS I- -R.U55 w/SPRAY=OAM SCHEDULED Ix PVC J INSULATION 5° BEADBOARD • 5/e"GYP.BOARD,PAINT 5" 5' N TYP.EXT.WALL LLl TRIM TO RESEMBLE � __• CEMENT Q DBL.10"SQUARE In H z CLAPBOARD TYP. G N SECOND FLOOR CONST. • BUILDIN WRAP TYP.SECOND FLOOR GONST. GO�JMh COVER •Y2"EXT.PLYWD. _ I ) • FINISH FLOOR SHEATHING • FIN 5H FLOOR Z • %"T46 PLYWD. • 2x6 WD.STUDS .r 3" /4 Ti PLYWD. O SUBFLOOR SPRAY FOAM `� DEGORAT VE SUBFLOOR O � • 12"FLOOR J015T 12"FLOOR J015T Z U • 5/e"GYP.BOARD,PAINT INSULATION RA LING . 5/e"GYP.BOARD,PA NT U U f3 . —` •Y2"6YP BOARD,i i uj PAINT i —- — Z N N 3.0 i i i O J Q 2 T.0 SUBFLOOR-3 2 JhT.O.SUBFLOOR i a J U � LLi BUILT-UP Q N Q PROJECTION i ` • w/&UTTER i NT.SEPARATION WALL 2x FRAM 51M.UL-U556 I-HOUR RATED STC RATING 61 6 i • (2)ROW5 2x4 WD ktz 0 L STUDS 016"o.c.w/3/2" l`--- ---- ---;BEA BOARD O FIBER6LA55 ACOUSTIC _ ATTENUATION • I"6YP.BOARD L NER cv � PANELS 0 • 1"AIRSPACE,EA.51DE M V • Y2"GYP.BOARD,EA. RESEMBLING SIDE,PAINT z Z COLUMN O GONERS— Lo � TYP.-E RAG TYP.FIRST FLOOR CONST I/2 TYP.FIRST FLOOR G N a O �--• • NDO - 3 • 5' S • FINISH FLOOR BLUE TO ; -- �i • FINISH FLOOR _ o • 5/4"T6 6 PLYWD. • 4' N.CONC.SLAB • %"T 8 6 PLYIll 5U5FLOOR • 6'G MPA TED SUBFLOOR r•— • 16"FLOOR J015T GRA L 511111 ON • 16"FLOOR JOIST • 5/e"GYP.BOARD,PAINT GOM G • 5/e'GYP.BOARD, ^^'' Z Lo i SLOF E Ye PER FT Z N T 0.SUBFLOOR I TO SUBFLOOR _---_ ------- a- Li � N C r� •v .•�' - K �. ` I , •;' GONG.SEPARATION WALL _ W TYP.GONG.FND.WA m Ln • • 10"REIN.GONG.WALL • PROTECTION BOA _ Q a • Y2"AIRSPACE . . • WATERPROOF SYS J • 2x4 AD.STUDS®I6"1 nl • • 0"REIN.GONG.WAL �5 w/SPRAY FOAM Y2"A RSPAGE ti INSULATION,EA.51DE • 2x4 WD.STUDS • Y2"Sill BOARD,EA. 6"1 w/SPRAY F a `fl XE SIDE,PAINT L8 FOUNDATION AALL w/ NSULATION x • 'I REIN GONG.FOOT N&, •Y2"GYP.BOARD,P -� SEE STRUCTURAL DWG's 77 NOTE. U , �U FOR MORE INFO. SLOPE YA"PER.FT ALL WOOD 0 I IN DIRECT dJ I•• TYP.GONG.SLAB CONST. TYP.GONG.SLAB CO w/ a—r-11 - CONTACT a.J „ a „ 1-1=' • 4 REIN.GONG.SLAB •• '� • 4 REIN.GONG SL _ J CONCRETE a 10 MIL.POLY VAPOR •• • O MIL.POLY - _- SHALL BE OL VAP BARRIER BARRIER PRESSURE •.4{. • 6"COMPACTED •� TREATED. a • 6"COMPACTED •i GRAVEL BASE ON GRAVEL BASE ON I tl 1 • COMPACTED 501L " COMPACTED 50 F IF F— ' TREATED. •• --- r B T.0 SLAB •I T 0 SLAB ---------------- -- r B --" 4"PERF.DRAIN ••r� litPIPE N COURSE • t LN, "� ? 1 GRAVEL,WRAPPED D IN FILTER FABRIC, G -REIN.GONG FOOTING, CONNECT TO DRAIN REIN GONG.FOOTING, SEE STRJGTURAL DWG's WALL SECTION SEE STRUCTURAL DWG s WALL SECTION FOR MORE INFO. .- ' FOR MORE INFO. a SCALE:1/21 I'-0' SCALE:1121 I-0 cl u 0 a { NEW WINDOW 4 DOOR INSTALLATION NOTES. s/4 PVC,SLOPED TAPE OVER METAL DRIP FLASHING REF.DWG 5 FOR HEADER ALL WINDOWS AND DOORS TO HAVE GAP w/PVC (TYP.)—-—--- SIZE COPPER PAN OR B TUMINOUS MEMBRANE SCOTIA(TYP.) FOLDFLASHING AND ALL WINDOWS 4 DOORS 5/4 PVC,HEAD s RUBBERIZED SELF-ADHERED SHALL BE INSTALLED EXPLICITLY /a PVC,SLOPED GAP RUBBERIZED FLASHING NTO � HD LADDER w/PVC 500TA(TYP) ACCORDING TO MANUFACTURER'S CASING(TYP.) w/BLOCK N6 ROOF CONSTRUCTION, 56"H.PVC OPENING AT JAM55 4 INSTRJGTIONS METAL b'o.c. SEE WALL SECTIONS GUARDRAIL SELF-ADHERED NSTALL OVER SILL END DRIP RUBBERIZED FLASHING GAP DAMS(TYP.) 2• COPPER PAN OR BITUMINOUS MEMBRANE DECK CONST., FLASHING AT ALL NEW WINDOW SILLS EDGE Ss/a OVER HEAD NAILING WINDOW R 0 HT /iio- .cxb PV.. Z Z W �N u v SEE WALL SHALL BE INSTALLED OVER A SLOPING s JAMB "' O0 °p ° FLANGE(TYP.) SEE EXT ELEVATIONS ti_ c O o SECTIONS SILL(USE CEDAR CLAPBOARD SET ON THE CASING(TYP.) H ¢0 e BACKER ROD AND I ROUGH SILL)TO PROV DE POSITIVE G au U SEALANT AT DRAINAGE TO THE EXTERIOR m G W o-= p o —INSULATED GLASS 3. PRE-FORMED WINDOW OR DOOR SILL PANS U x L 3 C'4 i PERIMETER OF WINDOW WINDOW SEE EXT. (I.E.MARVIN SILL6UARD OR i=QUAL)MAY Z Ix PVC, FLANGE(TYP.) a, a TRIM, ELEVATIONS 4 WINDOW AL50 BE USED IN PLACE OF COPPER OR U 4►'a" PAINT 2"HISTORIC,PVC ; SCHEDULE FOR TYPE BITUMINOUS MEMBRANE FLASHING Q U `fl SILL w/DRIP i I 4. WRAP BOTH SIDES 4 TOP OF ALL WINDOW 4 in i DOOR ROUGH OPENINGS WITH A 40 MIL. RUBBERIZED PAN BITUMINOUS PEEL 4 STICK MEMBRANE OR 2"PVC FLASHING SYSTEM w/END A BUTYL BASED FLASHING TAPE(SUCH AS -415TORICAL Ix PVC Is/4" - TRIM GAP DAMS 4 BACK DAM MADE BY GRACE, CARLISLE,VYGOR PLUS SILL(TYP.) C. �� %PVC,TRIM, , , BETWEEN WINDOW UNIT 8 OR TYVEK FLEX WRAP) �n PAINT PAINT P.T.NO.BEAM STOOL TRIM(TYP.) 5. NAILING F_ANGE5-O BE EMBEDDED IN s/ax4 APRON(TYP.) J1 EXT WALL gl PAN FLASHING l CAULK EXCEPT FOR THE BOTTOM FLANGE TYP. EXTERIOR j CONSTRUCTION, I ; 6. ALL NAILING FLANGES TO BE COVERED w/ SE_WALL I O"SQUARE (D-WINDOW/ DOOR CASING SECTIONS COLUMN b'WIDE FLASH NO TAPE 'I. ALL VOIDS(SHIM SPACE)AROUND WINDOW SCALE:1/2'=I'-0' 9 COVER OVER TYP.EXT.WALL FRAMES WITHIN THE ROUGH OPEN N55 TO ct HD.COLUMN CONSTRUCTION BE FILLED w/LOW-EXPANDING,SPRAY n MAIN RAKE DETAIL DECK DETAIL TYP. WINDOW DETAI L FOAM INSULATION SCALE:1-1/20=1'-0" �' SCALE:1-1/2'=I'-0' SCALE:1-1/2'= vi Z O N TYP.FLAT ROOF CONST. j TYP.FLAT ROOF CON5T. w • EPDM MEMBRANE TYP.FLAT ROOF CON5T. f• EPDM MEMBRANE • 3/a"T4 6 EXT.PLYWD SHEATHING • EPDM MEMBRANE • S/a"T4 G EXT PLYWD. J • 2x8 TAPERED HD. • 3/a T46 SHEATH NO,EXT.PLYWD. • 2xb TAPERED HD. RAFTERS®Ib'o.r- SHEATHING RAFTERS a I6'o c. • 2x4 GLG.JOISTS • 2xb TAPERED WD. • 2x4 GL6.JOISTS Q • Ix PVC BEADBOARD EXT WALL CON5T. RAFTERS 0I6"o o. EXT.WALL CONST., Ix PVC,BEADBOARD EXT.WALL CON5T., 0 SEE DETAIL 3/A3.0 SEE DETAIL 3/A3.0 SEE DETA L 3/A3.0 W SLOPE Ya"PER FT. SLOPE Ya PER FT. Q N Z 2 T 0 SUBFLOOR T O SUBFLOOR ____ 06 SLOPE Ya'PER FT. N ' ---—� 2 ------------------- —--— -- 2 T 0 SUBFLOOR ----------------- ------—- GUTTER, I GUTTER/ EAVE(SUTTER, , O � SEE DETAIL i SEE DETAIL ' '� SEE DETAIL SECOND FLOOR i i - r 1 - � S/a"PVG 5 SECOND FLOOR i I i v Z U i I 5 t .. -SECOND FLOOR W CONST.,SEE DETAIL s/a PVC,BEADBOARD ...ONST.,SEE DETAIL I � Q Q SOFFIT 3/A3.0 3�SIM �-- �� 3/A3.0 3 0 �_ ' i BEADBOARD CONST.,SEE DETAIL Z - ,--I SOFFIT 3/A3.0 O J I I ' w J I ' w v Q i I ; p i i F O cv i ;Vi 0"SQUARE W H I F ..OVER OVER i m WINDOW AS Q ~ ..OLUMN iLu � I SCHEDULED � WINDOW AS p COLUMN� ; � WINDOW AS I v _� 36"H.NG COVER OVER to SCHEDULED L HD.COLUMN— SCHEDULED Q ry GUARDRAIL- 0 COLUMN- - O r 6UARORA'.L w/ GATE 36 H. ABOVE GRADE- EXT.WALL CONST., ^` SEE DETAIL 3/A3.0 VJ F RST FLOOR CONST., CHAMFER F RST FLOOR CON5T., SLOPE Ye"PER FT. SEE DETAIL 3/A3.0 BOTH SIDES -— SEE DETAIL 3/A3.0 c I T.O.SUBFLOOR —_ _ —_—_—_-- Lo _ .0 SUBFLOOR ,[T �— T 0 SUBFLOOR _ - - - - _—. -- - O N „ FIN.GRADE 5 - --�` --- — Q O r— }` �:• A3.I i I � � L r— � P.T.HD.LEDGER w/ W 1 lo"GONG. I ..I!I=l -::-1 I— ; ..: I_I I I I •... _ Lo —III— I I :'';;• EGRESS STEPS -FIRST FLOOR CONST., i I TYP.DECK CONST. METAL FLASHING ON TOP N SONOTUBE I SEE DETAIL 3/A3.0 I i f �l i i • COMPOSITE DECKING N FOOTING '' • 2x12 P.T.AD.JOISTS®Ib"o c I II •' ' o I •••'• FOUNDATION WALL, �--I I—� „�.�. i I _-- L_ -,:.A SEE DETAIL 3/A3.0 TYP.PAVERS - ~ I 0 - .III_ o IY2"RANDOM BLUESTONE w/SAND;I I I SWEPT JOINTS I •'• VNJ • 4"SAND BED _�- • b"COMPACTED _I �,•, I •.' ••. ;.. N O.GRAVEL BASE ON 6 GRAVEL w/DRAIN SCHEDULED COMPACTED 501E TO FOUNDATION :•• I a' t ! '' UARZ x PERIMETER DRAIN COLUMN r :�• M� COVER OVER GONG.SLAB,SEE �_ HD COLUMN r -GONG.SLAB,SEE r DETA L 3/A3.0 I ? (-GONG.SLAB,SEE I— �• . DETA L 3/A3.0 DETAIL 3/A3.0 T O SLAB I I I -I .. T.0-SLAB I I i ,_ _ 6 ..............— B _ - '� ;-�I�f -� .. B T 0 SLAB - - -------------------------------- 4"PERF.ORA N PIPE IN COURSE m ` I I I I I I I III I I —I —j —;— — — — — —� — — — — — — — GRAVEL,WRAPPED .FOOT NO, I'• :• •.j r RE N.GONG ,,— — _ Y IN FILTER FABRIC, DWG •.. ;• ,. 1 I I I I I I I I I —I I= I=I I=1 I— z_ -I s . I I _III 2"RIGID INSULATION SEE STRUCTURAL _ 2'-G MIN.EA. CONNECT TO DRAIN 10"GONG. I DIRECTION FOR FOR MORE NFO. � i — I— _ . 4'PERF.DRAIN PIPE IN COURSE REIN.GONG.FOOTING, i i - SONOTUBE •� I '� ENTIRE LENGTH OF GRAVEL,WRAPPED IN FILTER SEE STRUCTURAL DW6 s � � i WALL SECTION FABRIC,CONNECT TO DRAIN FOR MORE INFO. ,� �� FOOT NO m ! ;. I REAR WALL WALK-OUT WALL SECTION i 10 FOUNDATION 2 I I 4'PERF.DRAINHALL H/•r'. GONG.FOOTING,SCALE:1/2'=1'-0" L--------- PIPE N COURSE SEE GRAVEL,WRAPPED STRUCTURAL DWG s x 3 WALL SECTION IN F LTER FABRIC, FOR MORE INFO. CONNECT TO DRAIN SCALE:I/2'=1'-0' 3 i u 0 0 CONSULTING ENGINEERS I Structural Engineering•Design I 117 Black Point Lane Camera O'Neill Portsmouth,RI 07871 _ I I 12■THICK GONG.FT6.I 4OL578.2983 REIW.W/f5 BARS 6 I Consulting Engineers 13'-5►4' IS'-4K' 13'-55' 12'O.C.E.K BOT. Hof NE1N Y PROVIDE M5 BAF 5 AT 24'O.C. �,■ �P� V 9.t. I-4 1'-40 VERTICALLY f HORIZONTALLY CENTERED COORDINATE y l� ON WALL.PROVIDE 05 DOWELS INTO FT&. 9 AA A GONG.FT6.REINF.IN$4 b TO MATG VERT.REINF. 9-4 �DRAINAGE W 4 �+ 6 6 BARS 0 120 O.C.EJ^I.,BOT. b+ ARCHL DW&S. 50'I ' z z U+ m o 0 PROVIDE!INSTALL g! Q� w ,,, cc Q V 0 CO SIMPSON ABU66 STANDOFF r T.O.WALL ------- --- I -, tu�� C o u v • BASE!FASTEN TO GONG. I IN 1 [ - PROVIDE f INSTALL I,"4, G W U a F 2 d 5 W//p VIA.EPDXIED L L-- J g• ARCHQ I I 51MPWN ABU44 OR AS" a p W o� og'o 5 ANGFIOR J 10'VIA.REINFORCED 5' I ,' I STANDOFF BASE f FASTEN I 0 M a EM5EDC 3-2 3-2 TO GONG.W/NW DIA. 10°DIA.REINFORCED U x �3 '^ � TIM N•31� TfP. ;� $•WALL ' 1 Q EPDXIED THREADED 5oNOTUBE PIER,TfP. PERMIT SET U ? o 4 - I ANCHOR ROD(6•EMBEDJ (BA.F.MIN.3'-6• U BELOW GRADE) 4 50.1 [BAF.-14'-0h 50.1 I COORD.IN ARGHL 1 1'_-�,■ V• BELOW GRADE) a GONG.FT6.REINF.W/•4 + Q I BARS 0 12'O.C.E W,BOT 3 ?. fp+b L= ------ -------� - I �- �, I P�' ADJACENT ---- -- ---------- ----------- I ° UNIT - ---- ----- i 1 FOIDATION T.O.SHELF I I 50.1 q UNIT 1 1-�,---a---- ---- I L-- J I [-10-2] TA.WALL I I Q 50.1 5 Q FOUNDATION I 5 I �� I 19 T.O.WALL 0 WINDOW I I � -2 s0.1 TA.WALL FT6.5 1 I �T.O.STEM [_O� I 1 m � 5' � I I p [GOORD.W/ARGFi'L] I �' ' (BAF.-14'-0'7 ( �, 1 ' [-0'-`�'41 I ,-' I 5' S':r 14 v I I PROVIDE#4x48° I �------ --------%- - - --L . ---M-----DIAGONAL REBAR � - ----- - •+ I AT RE-ENTRANT � L I SLAB CORNERS. '� I � ADJACENT I � v1�ori��� (B.OF.-10'-107 AT RE � 1 1 FOUNDATION UNITI (' I SLAB CORNERS. T.O.WALL O I { I ADJACENT i I T.O.VELEV O I I 6. UNIT 4A STEPS I TA.SLAB [-0'-94 O I I FOUNDATION ELEV.-W-68 I i .o 50.2 I I SLAB DETAIL T[-10�1 OI I I I 1,1 1O� � 1 50.2 I I I SLAB DETAIL of c I l: 50.1 T.O.STEM 0l �• I I I �.� I 50.1 0l �` I Z o o I ' 1 10"WALL I I 50.2 I I O�, O I �I I Ia WALL q I I So 2 0 I'-10'FT6. 4 SLAB-ON-GRADE. I I IT. I'-10'FT6. 4'NORMAL WT.CONG. w^ O SEE DETAIL I I I IL. SEE DETAIL I •}' I .� I I �� I 1 I 10'-26' PROVIDE f INSTALL I PROVIDE f INSTALL X�' I BEARI BEAM POCKET AND P.T. I } I I 1 B�IDE 4 INSTALL OGKET AND P.T. T.O.WALL .� 'SPRINSFIELD'GAP AND ACCOMMODATE BEAM. I I I PROVIDE!INSTALL k I BEARING PLATE TO ' BASE PLATES AT ALL I I TA.WALL 'SPRIN6FIELD'GAP AND ACGOM•bODATE BEAM. Z O PROVIDE f INSTALL BEAM I - J PROTECT UNTREATED I [-0'-5►41 BASE PLATES AT ALL I CV POCKET AND P.T.BEARING PLATE is 1�' r-p;-I LALLY COLUMNS,TYP. I { I LUMBER WITH BUILDING PROVIDE!INSTALL BEAM I I TA.WALL LALLY COLUMNS,TYP. I PROTECT UNTREATED Q AS REQUIRED TO ACCO44 DATE "' I O � � I FELT POCKET AND P.T.BEARIN6 PLATE r-a-1 I t� LUMBER WITH BUILDING J 1 T I ( I AS REQUIRED TO AGGOM•40DATE I 0 BEAM I 1 I I FELT } BEAM.PROTECT UNTREATED I- I L-_J „ I I I BEAM.PROTECT UNTREATED I POCKET E? _ 1. T.O.WALL 1 Z 4) Lllh®ER WITH BUILDING FELT I E2.� Lam- 1 I LUMBER WITH BUILDING FELT I 1 [-2'-3�'4'] I I , r- L--J �� r P POCKET j IEAM O I I TYP T o.WALL I I I I •I: O '" a TYP [-r�a1'47 k I I N I I F T-0'-V I N 1 I -- LEZA so.l 1 I Z U 1 1 O N ADJACENT I 1 ■+ 15'-0IS' I 1 ADJACENT I - 1� UNIT ` I 15' • I I Q 0 Z 0 FOUNDATION I I f UNIT I .c TA.WALL I 1 FOUNDATION I I {. 1 t= LL_ J 20'-2" [-0'-5149 �'-10. I I I .� T o.WALL I I � L; J 20'-28 [-0'-y49 i'-10• I I TA.WALL OBEAM -� [BA.F.-10'-10'1 I I _ I I POCKET[-1'4 41 w U Q -10'-10'] TA.WALL I 0 to 0 BEAM jr ----- ------ --------- ---- - --- - ---- [-I'�►47 PROVIDE!INSTALL - - ( I IN THE EVENT OF SEP TE I I SIM BEAM POCKET AND P.T. I I I I IN TFE EVENT OF SEP TE .: I PROVIDE f INSTALL I I POURS,PROVIDE!INST #5 O I I I 1 SIM BEAM POCKET AND P.T. x 30'LONG,DOWELS 0 12' L. I I 5 BEARING PLATE TO ( 10'WALL I POURS,PROVIDE f INST •5 1 r O BEARING PLATE TO I 10'WALL VERT.DRILLED!EPDXIED I O I I 50.1 ° O T ACCOMMODATE ,� I I I x 30•LONG DOWELS•12' L. I� 5 O AGC40MM MATE BEAM. I �: I FDN.W/6' l' I 1-lo FT6. } VERT.DRILLED �Ox1®1 0 1 I 50.1 0 PROTECT IINTREAr® 1 r I I LLIMBM WITH BUILDING I IDE f INSTALL FDN.W/6' 1 { LUMBER WITH ElUILDIN6 I - I I-10 FT&. IDE!INSTALL 1 - I I SLAB DETAIL FELT I I I I I BErtM POCKET AND P T I 1 4 FELT 1 I - I POCKET AND P.T. I I ATE BEAM. 1 I SLAB DETAIL I I IN6 PLATE TO r 1 50.1 I I I T UNTREATED I I I ATE BEAM. } I UNTREATED 50.1 I I SIM TD.WALL I I TEL WITH Bt11LDIN6 � ,[ I 51M I I WITH BUILDING .� 3 4'NORMAL W.GONG I 6 I I T 3 I , I I 1 6 0 BEAM T L- 50 2 I I o` I 50.1 r I I r �� 4'NORMAL W.COW- O �- SEE DETAIL PROVIDE!INSTALL I I 4 I I I 50.1 [-I'�,►'47 I r I I 1 - 1 SEE DETAIL PROVIDE 4 INSTALL I I BEAM POCKET AND P.T. I r �I I I BEARING PLATE TO I 0 BEAM POCKET AND P.T. I Q .ry r I T.O.SLAB ACCOMMODATE BEAM. I 10 '1 I �� I I BEARING PLATE TO I T.O. .�• I ELEV.-I-0'0 PROTECT UNTREATED 1 I T Q I tv I :. I TA.SLAB ACCOMMODATE BEAM. I 0 BEAM I Q `t GARAGE DOORS LINIMP WITH BUILDING I u; I '� I I I I ELEV.-1'-0'O PROTECT UNTREATED 1 I O POCKET Q I I W I FELT 1 '• 1 q I 4 1 I GARAGE DOORS LUMBER WITH EMLDI�T I 10 [-r�47 1 I 50 I I I 4 > Z q I T o.WALL I I I � U, `D [-0'-5►4'] 1 I T.O.WALL I I I I a tD TO.KA�7 I 14 I 1 IN THE EVENT OF SEPARATE I [-0 WA POURS,PROVIDE!INSTALL 05 I 1 I IN THE EVENT OF SEPARATE r• I [-0'-5► L I 1 O x 30'LONG DOWELS O 12'O.C. I I I I• I POURS,PROVIDE!INSTALL•5 1 I VERT.DRILLED!EPDXIED INTO •' --- ---J I - I x 30'LONG DOWELS 0 12'O.G. -_-J I _v 0 T.O.WALL FDN.W/6'EMBED. I I 1 I VERT.DRILLED 4 EPDXIED PON.IN �NT t L--- 1 I 1-0'-4'7 I I � I I a ' $ WALL OOR '? I 6•WALL r1 3 I I $ rA.WALL I -- --I 1 Q� { 50.1 50. I 50.1 a DOOR 6 WALL r, 3 L ---- ---- -- -------J %, YI I [I$7 I50. -------- --------- ---- -- -------------- I -1 ,41 1 4 ADJACENT I L ----- --- -- -- ---- ----J J �i j 4 AVJACENr ,L i q1 UNIT ---- i ' I _ I ql 1 UNIT ADJACENT J ---- - --- ---_ - - I ! L FOUNDATION ADJACENT ---- - ! FOUNDATION r Q 03.OF.-4-6'] ------ UNIT FOUNDAT ON I � Q I i rrt UNIT J r 4 (BAF.-4'-67 I 11 m r L "► m I I L FOUNDATION I 4 L-_- 50.1 L------- - - -J� L _ _-_ 50.1 tl'-1015' T.O.WALL L - -- �!-IO5 [-I'-4h Q tl'-IONS' �I'-IC.�r,' TA.WALL 4 [-1'-4"] tl6'-3'COORD.W/ARGHL 6'-0' 10 I I I 46'-3'COORD.W/ARCHt b'-0' 10IL I I I I I a (D;C07Z�. FTION PLAN-WALK OUT BASEMENT A FOUNDATION PLAN-EGRE55 WINDOW t I/4°=1'-0' SCALE.1/4"=1'-0" FOOTING 5GHEDULE FOOTING FOOTING • ID TAG, 51ZE REINFORCING 2'-O"x2'-O"xl2'THICK (3)#4 E.W.BOT. m F25 2'-6"x2'-6'xl2•THICK (4)04 E.W.BOT. ' " " N a FOWATION PLAN NOTES: I. T.O.FIRST FLOOR 50 FLOOR SHALL BE CALLED ELEVATION 0'-On ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, wo 2. ALL DIMENSIONS,ELEVATIONS,%ELVE5,BEAM POCKETS,GUT-0UTS,UtmERSROUND UTILITIES, CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS, PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH IR 6EOTEC fNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'ORAWIN65 PRIOR CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL.AND TO CONSTRUCTION. ALL OTHER TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. 3. 'LALLY COLUMN•-ALL LALLY COLUMNS SHALL BE FILLED 50LID WITH CONCRETE.PROVIDE he THICK"SPRIN6FIELD•GAP AND BASE PLATES AT ALL LALLY GOLUMN5. 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION!SPECIFICATIONS u 0 0 G CAMERA-O'NEILL CONSULTING ENGINEERS 4"INTERIOR GONGRETE Structural Engineering•Design SLAB ON&RAVE w/bxb t 127 Black Point Lane x W.W.F.5LA13 smouth,RI 02871 SHRINKAGE CONTROL.JOINT v CONCRETE SHALL BE (:�@f8 O'Neill 401.S78.2983 PROVIDE AND ConwlungEnyinears Port ` (PROVIDE 5A44GUT JOINT 3000 psi MIX W/NO IN GONG.SLAB AND FILL w/ ~ ADDED AIR ENTRAINMENT. INSTALL CORNER 36- EPDXY AFTER SLAB GURE SIZE AN SPACING 0F 5) — BARS MATCH AT LALLY COLUMNS,PROVIDE AND INSTALL�" NEW), 9i � RUN HOR BARS OF HOR WALL v SPRINGFIELD GAP AND BASE PLATES. •�� 36' CONCRETE FILLED LALLY AQ' V 9 10 MIL.POLY.VAPOR x %. LON6 ;• REINF.E.F. ASTEN GAP PLATES TO BEAMS W/(4)-I/2 VIA.LAG, 'f RETARDER.LAP ED&ES '• � 'SEE PLANGREW5 AND FASTEN TO CONCRETE FOOTIN66 WITH(4) PROVIDE 4 INSTALL 51MP50N P.T.POST, y F,9 b"MIN. 'DIA.EXPANSION ANCHORS.TYP. ABU66(OR ABU44 AT 4x4 SEE PLANS ' ±J'SHIM SPACE.COMPLETELY PACK POSTS)STANDOFF BASE 4 C w ,�, E •• WITH N.S.GROUT TO ACHIEVE FULL FASTEN TO CONCRETE PIER W/ cnn �r ��' 2 W m c c$ o v b"THICK COMPACTED ••• • BEARING ONCE COLUMN 15 SET IN PLACE u > a 6RAVEL BASE VIA.EPDXIED THREADED , C� ■n— °'o LAYER. ANCHOR ROD(5"EMBEDJ r� OtJ016� ;Gr' o W V a a rn o .•. . ``r YS,pr1P1. O O p Q p o f COW,SLAB ON UNDISTURBED VIR61N 501L T.O.SLAB EL. 6RADE,5EE PLANS U z o OR COMPACTED 6RANILAR FILL PERMIT SET � t; U CONCRETE WALL INTERSECTION w r lo"DIA.CONCRETE SONOTUBE Q x—xx— ,�� .I.5AWCUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HRS. ,'•' OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE 5AWGUTTIN6 EQUIPMENT. CORNER BARS TO MATCH 51ZE AND BA.FOOTING EL. f,• L 1 O SPAGIN&OF HOR.REINF. �` P 5EE PLAN FOR PROVIDE 4 INSTALL 2.LOCATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT d FOOTING SIZE AND 2! (3)04 HOOKED MAXIMUM SPAGIN6 OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING v REINFORCEMENT E DOWEL5 SHAPE SHALL NOT BE 6REATER THAN 400 S.F.NOR EXCEED A 15:I LENGTH •• 8 7. TO WIDTH RATIO. m `p 'I t 3.OPTIONALLY,THE 5HRINKA6E CONTROL MAY SUBSTITUTE PRE-FABRICATED ••• '• PLASTIC STRIPS INSTEAD OF SAWGUTTIN6.SUBMIT CATAL06 GUTS FOR TYPICAL SECTION THROUGH INTERIOR FOOTING APPROVAL PRIOR TO U51N B.O.FOOTING 6. 3 SCALE:3/4'=1'-O' EL. PI AN5 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLA55-ON-6RADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, • PROVIDE AND 4 CONCRETE SONOTUBE DETAIL,TYP. AGI-360 AND AGI-302. INSTALL INSIDE 2'-6'MIN.LAP (2)#4 BENT BARS SCALE:3/4"=1'-0" CORNER BARS TO AT BOT.OF FOOTING MATCH 51ZE AND (D—ZpUMN RIOR SLAB ON GRADE DETAIL '' SPAGIN6 OF HOR .. WALL REINF.E.F. ONE 1. STEP VARIES, Z SEE PLAN 12" .r A '' (3'-0"MAX) V) • " ',• .2 "MIN.LAP LU 2 . (TYPICAL) •• CONTINUOUS is APA RATED WALL SHEATHING,SEE -4 FOOTING CONCRETE WALL CORNERS (2)#4 CONT.AT GENERAL NOTES. s BOT.OF FOOTING NO 2xb WOOD STUDS 0 16'O.G. m 8'MIN. (2I#5 CONT.AT TRIPLE 2xb SILL(P.T.ON BOTJ FASTENED UNLESS NOTED OTHERWISE. TYP.REINFORCED CONCRETE WALL DETAILS 7 BOT.OF FOOTING TO CONCRETE WITH In VIA.x 120 LONG FASTEN PLYWOOD TO ALL N SCALE:NONE DOOR JAMB BEYOND HOOKED ANCHOR BOLTS 0 48'O.G. AND PLATES WITH 8d NAILS a 4' 6'(MIN)FROM BUILDIN6 CORNERS,WALL O.G.EA.PLATE,TYP. &SZALE�31 YPIC STEPPED FOOTING DETAIL #4 SLAB DOWELS®12' ENDS,AND DOOR OPENIN65.N V) 4) �O : 4'=1'-O" COORDINATE SLAB E06E O.G.0 6ARA6E DOOR J >` DETAIL WITH ARCH'L OPENIN66 24' PROVIDE AND INSTALL FELT BOND — DRAWIN65 T.O.WALL BREAKER WHERE SLAB 15 POURED < �U • A&AIN5T FOOTIN19MALL,TYP. LU C CONT.#4 N05IN& TA.SLAB T.O.SLAB C) 0 C 2xb WOOD STUDS 4 Ib"O.G.UNLESS 2xb WOOD STUDS a 16'O.G.UNLESS �--., �-- •5 5 x---L x-.—,•x�-.� .5 P } V NOTED OTHERWISE IN PLANS OR .� NOTED OTHERWISE IN PLANS OR `,' Z Q 5HEARWALL SCHEDULES. 5HEARWALL SCHEDULES. T.O.WA LAN -1 1 GONG.SLAB ON (2)#4 CONTINUOUS .'•`.• GONG.SLAB ON O DOUBLE 2x6 4 P.T.2xIO SILL FASTENED DOUBLE 2x6 4 P.T.2x10 SILL FASTENED 2 6RADE,SEE PLANS BARS 0 TOP OF WALL .•.. 6RADE,SEE PLANS TO CONCRETE WITH in VIA.x 12'LONG TO CONCRETE WITH J'VIA.x 12'LONG (2)#4 CONTINUOUS _ 10'WALL 10'WALL w LLj HOOKED ANCHOR BOLTS®48'O.G. AND HOOKED ANCHOR BOLTS 0 48'O.G. AND BARS®TOP OF WALL - U U w 'T46 APA RATED •} •? CONTINUOUS LU ¢ Q be(MIN)FROM BUILDING CORNERS,WALL in T46 APA RATED b (MIN)FROM BUILDING CORNERS,WALL i Q N Q PLYWOOD SUBFLOOR PLYWOOD SUBFLOOR b■TYP ' CONTINUOUS b •' BEVELED 2x4 ENDS,AND DOOR OPENIN65. ENDS,AND DOOR OPENIN65. , T.O.5UBFLOOR BEVELED Y,T TYP. .. SHEAR KEY,TYP. T.O.SUBFLOOR � - SHEAR�TYP. • J T.O.WALL T.O.WALL v v 5 P 5 PLAN in • .. ,• ; FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL PRE -EN61NEERED -•. Q m •• ,•'•. ;• Q PLATES WITH&d NAILS o 4' " FLOOR TRUSSES, PLATES WITH bd NAILS o 4 B.O.FOOTING `. . f• •.,. BA.FOOTING •�• r O G.EA.PLATE,TYP. O.G.EA.PLATE,TYP. SEE PLANS m EL.SEE P EL.5EE P LAN r (2)$5 CONTINUOUS —_ (2)#5 GONTINUOUS (2)#4 CONTINUOUS (2)#4 CONTINUOUS BARS®TOP OF WALL BARS®TOP OF WALL i•" FOOTING SHALL BEAR ON I'-10' BARS®BOTTOM OF FOOTING SHALL BEAR ON I'-10' R� BARS 0 BOTTOM OF a PRE-EN6RED TOP CHORD NATURAL,UNDISTURBED FOOTING NATURAL,UNDISTURBED FOOTING •' BEARING FLOOR TRUSSES, r ,• SUB-GRADE OR PROPERLY SUB-6RADE OR PROPERLY SEE PLANS COMPACTED&RAVEL FILL. COMPACTED 6RAVEL FILL. ^` • •,•j. SECTION THRU GARAGE DOORS (D�ZN13'HRU&ARA6E WALL SCALEt 3/4"=1'-O" /4"=1'-0" Q O #5 HORIZ.BAR 6 TOP, #'5 HORIZ.BAR 6 TOP, ~ ' Z BOTTOM,4 24'O.G. BOTTOM,4 24"O.G. �'APA RATED WALL 2x6 WOOD STUDS®16"O.G.UNLESS ^` #5 VERT.REBAR®48" BOTH FACES BOTH FACES SHEATHING,SEE NOTED OTHERWISE IN PLANS OR W O.G.OUTSIDE FACE #5 VERT.REBAR®46' GENERAL NOTES. • #5 VERT.REBAR 024' O.G.OUTSIDE FACE • VERT.RE ^ DOUBLE 2xb O BOT)FASTENED Z O#5 BAR 24'® FASTEN PLYWOOD TO ALL O.G.IN51DE FADE O .IN51DE FACE TO CONCRETE WITH 'VIA.x Ib'LON6 O to WALL lo'WALL '• - .G PLATES WITH NAILS®4' HOOKED ANCHOR BOLTS•46"O.G. AND � ; � •t••• ::.:• O.G.EA..PLATE,TYP. 6'(MIN)FROM BUILDING CORNERS,WALL W #4 SLAB DOWELS 6 12" 24" 1 •— ENDS,AND DOOR OPENIN65. O.G.®TERRACE Q� • •.• TA.STEM GONG.SLAB ON FOUNDATIONt 6RADE,SEE PLANS • . � � T.O.SLAB 42 #5 CONTINUOU5 HORIZ. EL.SEE SLAB #5 BENT BARS o 24'O.G. 42 BAR s TOP OF STEM T.O.SLAB ,', s • #5 BENT BARS 0 24"O.G. '• ALTERNATE BENDS b"STEM •5 • ALTERNATE BENDS T ' .•, ••, x• T.O.WALL •••' PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT T.O.SHELF PROVIDE AND INSTALL FELT .5 P 2 `r GONG.SLAB ON ` BOND BREAKER WHERE BOND BREAKER WHERE 5ft PLAN • 4■ BOND BREAKER WHERE `•'• GRADE,SEE PLANS SLAB I5 POURED A6AINST '•• SLAB IS POURED AGAINST SHELF SLAB 15 POURED A6AIN5T (I)#4 CONTINUOS 8'WALL • FOOTIN&WALL,TYP. FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. 10"WALL BARS®TOP OF WALL .? CONIC.SLAB ON #5 CONTINUOUS HORIZ. b" GRADE,SEE PLANS b' ;Q GRADE,SEE PLANS BAR®TOP OF SHELF •' 6'TYP BEVELED 2x4 TYP.' TYP. #5 BENT BARS®24'O.G. SHEAR KEY,TYP. �— X. ALTERNATE BENDS v V II • - — B.O.FOOTING f• ,. B.O.FOOTING P BA.FOOTING T SEE PLAN I'-10"• (2)#5 CONTINUOUS SEE PLAN 1'-10' (2)#5 CONTINUOU5 ,• 4 FOOTING SHALL BEAR ON I,-6„ BARS BOTTOM OF o 01 BARS 0 BOTTOM OF BARS®BOTTOM OF _ '_ NATURAL,UNDISTURBED FOOTING v FOOTING U FOOTING B.O.FOOTING •' .'. SLIB-0RADE OR PROPERLY m FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON R COMPACTED&RAVEL FILL. 5t�PLAN I-10 (2)#5 CONTINUOUS NATURAL,UNDISTURBED NATURAL,UNDISTURBED BARS o BOTTOM OF SUB-GRADE OR PROPERLY 5UB-GRADE OR PROPERLY COMPACTED&RAVEL FILL. COMPACTED&RAVEL FILL. m FOOTING E�j5ECZTIONTHRU TERRACE FOUNDATION 3/4'=1'-0' x SECTION THRU FOUNDATION-PERPENDICULAR FRAMING, b SECTION THRU FOUNDATION-PARALLEL FRAMING a SECTION THROUGH WALKOUT FOUNDATION 5 SCALE=3/4"=1'-O" 5GALE:3/4'=1'-0' SCALE:3/4"=1'-0' R s 0 P CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering•Design 117 Black Point Lane Camera/O'N•111 Portsmouth,RI 03971 ConsultingEngh"is 403.578.2983 51N6LE 2x4 50LE PLATE,TYP. Of-NEW Y V. I co F PROVIDE CONTINUOUS 2x4 9 2x4 WOOD STUDS a 16'O.G. 2x4 WOOD STUDS o lb'O.G. "RIBBON'FASTENED TO EA. Cr 5HEARWALL.SEE 5HEARWALL PLANS d %EARWALL.SEE 5FEARk ALL PLANS d FLOOR TRUSS W/12d NAILS W Z Z W m o SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL m W ' o INFORMATION INFORMATION �, T'` 4n o U a W u a- ?!rCJ}OC1Q� �C W Ot po 51N6LE 2x4 50LE �` U = E PLATE,TYP. T.O.5UB-FLOOR PERMIT SET ~4) a PROVIDE CONTINUOUS 2x4 Ter,PLYWOOD ARCH.PLYWOOD IV GOO .F TING, 049 U 'RIBBON"FASTENED TO EA. SUB-FLOOR. FLOOR TRU55 W/12d NAILS 'L DW65. - I PRE-EN61NMRED ..................... .......... 4 1 x WOOD FLOOR TRU55E,SEE PLANS PRE-EN61NEERED WOOD FLOOR TRU55,SEE PROVIDE Y4"DIA.x b'LON6 PLANS PROVIDE AND INSTALL TRIPLE 2x4 5IMP50N 5D5 SCREW FASTENED JSTUB P05T MOT SHOWN)BELOW ALL THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 JAM AND P05T LOCATIONS ABOVE. DOUBLE 2x4 TOP INTO 6.C.NOTE: TOP PLATE,TYP I BOTTOM CHORD4 T 0 O. PRE-EN61NEERED WOOD FLOOR PLATE, ' c TRUSS BEARING REGUIREMENTS O SHALL BE COORDINATED WITH LA TRUSS DESIGNER > fe N 2x4 WOOD STUDS a 16-O.G. 2x4 WOOD STUDS a I6'O.G. 10(xSHEARWALL.SEE SHEARWALL PLANS$ I SHEARWALL.SEE 5HEARWALL PLANS i 'ii o O 5C+IEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL INFORMATION INFORMATION ^—0 CV� N^ C 14J ' D Uj-��k t0 2 SECTION THRU FRAMING AT PARTY WALL SCALE:3/4"=I'-O' �O O 04 N ',O Q Q I w N E p O N -#-- U 2x4 WOOD STUDS a Ib'O.iG 2x4 WOOD STUDS o lb"O.G. 0 4) %EARWALL.SEE 5HEARWALL PLANS 2x4 WOOD STUDS o Ib"O.G. \\v5HEARWALL.SEE 5HEARWALL PLANS t Z Z p SCHEDULE FOR ADDITIONAL SHEARWALL.SEE SHEARWALL PLANS d 2x4 WOOD STUDS a 160 O.G. 2x4 WOOD STUDS a Ib O.G. SCHEDULE FOR ADDITIONAL SHEARWALL SEE SHEARWALL PLANS d O INFORMATION SF$ARWALL SEE SHIEARWALL PLANS a SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS o Ib'O.G. INFORMATION '— CL SCHEDULE FOR ADDITIONAL INFORMATION SHE,q�L,5ff�p,�L PLANS i SCHEDULE FOR ADDITIONAL oc Uj P.T.2x4 SILL FASTENED TO CONCRETE INFORMATION 56HEDULE FOR ADDITIONAL INFORMATION TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED P.T.2x4 SILL FASTENED TO CONCRETE V) Q WITH "DIA.x 12'LONG HOOKED ANCHOR 51N6LE 2xb SOLE INFORMATION " w U Q TO CONCRETE WITH�DIA.x 12 LONG WITH�DIA.x 12 LONG HOOKED ANCHOR SINGLE 2xb SOLE 0 0 BOLTS®48"O.G. AND be(MIN)FROM PLATE,TYP. HOOKED ANCHOR BOLTS a 48'O.G. AND BOLTS®48"O.G. AND b'(MIN)FROM PLATE,TYP. to BUILDIN6 CORNERS,WALL ENDS,AND GOORD.FIRE RATING is T4&APA RATED 6'(MIN)FROM BUILDING CORNERS,WALL BUILDING CORNERS,WALL ENDS,AND i'Td6 APA RATED DOOR OPENINGS. REG�UIREMENTS W/ PLYWOOD SUBFLOOR ENDS,AND DOOR OPENIN65. DOOR OPENIN65. GOORD.FIRE RATING PLYWOOD SUBFLOOR REGUIREM NT5 W/ ARCH'L DWG. T.O.SUBFLOOR PROVIDE AND INSTALL FELT BOND ARCH'L DW65. PROVIDE AND INSTALL FELT BOND �A�WHERE`LAB 15 POURED T.O.SUBFLOOR TA.WALL AhT.O.WALL i BREAKER HHERF SLAB 15 POURED T.O.WALL A6A1N5T FOOTI%MALL,TYP. PRE-EN6INEERED IV •5H PLAN A&AIN5T FOOTIN6MALL,TYP. .5EE PLAN GONG.SLAB ON FLOOR TRUSSES, • T.O.SLAB T.O.SLAB 6RADE,SEE PLANS2�1 FLOOR TTRU55E5, SEE PLANS '; % .x_.._r;. x x .S PLAN,F VEL.SEE P s'x x SEE PLANS `x • 1 —+—i< • (2)#4 CONTINUOUS '• •• ---_--— -~ ' GONG.SLAB ON (2)05 GONTlwous (2)#5 CONTINUOUS BARS a TOP OF WALL GRADE,SEE PLANS BARS o TOP OF WALL -lie a TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED 10"WALL ,• TRIPLE 2x4 SILL(P.T.ON BOTJ FASTEtED 0 TO CONCRETE WITH 'DIA.x 12'LONG •! AT STAIR OPENING, TO CONCRETE WITH is DIA.x 12'LON6 E HOOKED ANCHOR BOLTS o 48'O.G. AND CONTINUOUS PROVIDE(2)ADD'L#5 •' HOOKED ANCHOR BOLTS a 48'O.C. AND 'X .. 6"(MIN)FROM BUILDING CORNERS,WALL 6' •` BEVELED 2x4 BARS.EXTEND BARS b"(MIN)FROM BUILDING CORNERS,WALL • '. ENDS,AND DOOR OPENIN65. TYP. .. A„ SHEAR KEY,TYP. 24'BEYOND EDGE OF •, ENDS,AND DOOR OPENINE{�. 0 • OPENING ON EA.SIDE j Q — issississ- • a m 4 ••.. #5 HORIZ.BAR a TOP, — #5 HORIZ.BAR a TOP, - p ,L •' BOTTOM,a 24-O.G. B.O.FOOTING `•'• = O 4. BOTH FACES EL.SEE r• e ,•' BOTTOM, 24'O.G. BOTH FACES �►5 VERT.REBAR a 48' (2)#4 CONTINUOUS *5 VERT.REBAR a 48 O O.G.OUTSIDE FACE •: FOOTING SHALL BEAR ON BARS o BOTTOM OF O.G.OUTSIDE FACE #5 VERT.REBAR o 24' NATURAL,UNDISTURBED 1'-10" FOOTING #5 VERT.REBAR o 24' Q m 10'WALL O G.INSIDE FACE SUB-GRADE OR PROPERLY 100L O.G.IN51DE FACE COMPACTED GRAVEL FILL. W SECTION TNRU GARAGE AT PARTY WALL 3, 3 3 SCALE:5/4"=1'-0" ' •' .. W o �5 BENT BARS a 24 O.G. • #5 BENT BARS a 24"O.G. 42 ALTERNATE BENDS n 42 • ALTERNATE BENDS .• PROVIDE AND INSTALL FELT •9'w PROVIDE AND INSTALL FELT a BOND BREAKER WHERE SLAB IS POURED AGAINST BOND BREAKER WHERE t SLAB 15 POURED A6AIN5T FOOTIN6/WALL,TYP. FOOTING/WALL,TYP. 6' TYP.. •. GRADE,, AB ON PLANS CONC.SLAB ON TYP 6RADE,SEE PLANS 'j 4A 4 B.O.FOOTING B.OEE..FOOTIN6 SEE PLAN I'-10' (2)#5 CONTINUOUS SEE PLAN 1'-10' (2)#5 CONTINUOUS BARS a BOTTOM OF aJ b v �FOOTING v �FRS a�BOTTOM O FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON 4 NATURAL,UNDISTURBED NATURAL,UND15TL RBM 3, SUB-6RADE OR PROPERLY SUB-GRADE OR PROPERLY COMPACTED&RAVEL FILL. COMPACTED 6RAVEL FILL. I SECTION THRU FOUNDATION AT PARTY WALL SECTION THRU FOUNDATION AT PARTY WALL AT GARAGE SCALE:3/4"=I'-0' 4 SCALE:3/4"=1'-0' CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering Design ti7 Black Point Lane Camera/O'Neill Portsmouth,RI o:87i Consulting Engineers 402 578.2983 SAL NOTES, CONCRETE NOTES: 5TRUGTURAL LUMBER.EN&WERED LUMBER, 0 NEW I.6ENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRE` IVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 26 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF`nMBER CONSTRUCTION y�P�� v. Y q� DIMENSIONS,ELEVATION5,6RADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 4596 AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMER CONSTRUCTION AND THE'NATIONAL DESIGN SPECIFICATION FOR SHOWN ON 5TRUGTURAL DRAWING%WITH EXISTING FIELD CONDITIONS STRES5fRADE L.U4BEt AND ITS,FASTENIN65'OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. F9 AND ALL CONSULTANT DRAHIN65 AND REPORTS INGL.UDIN6 2.ALL INTERIOR SLAB CONCRETE TOPPIN6 SHALL HAVE A COWRE561VE STREN67H OF NOT LESS THAN 3000 PSI AT � 6EOTECHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM 6RADE5 AND DES16N VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: / 2.ALL SIONIFIGANT DISCREPANCIES FOUND SHALL BE REPORTED TO STUDS,CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 P51,E=1,300p00 P51, ems, 2 W 0 o 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 P51 AT 28 DAYS JOISTS/RAFTERS/BEAM5:SPRUCE-P:NE-FIR NO.2,FB=815 PSI,E=1,400;000 P51 Z _':� a s, u'ItTHE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 45%AMD'T%). PRESSURE TREATED LUMBER,SOUTHERN PINE NO. E=1,400p00 PSI u�` 09 1 �� ~'H~ a'- Oi a cWU 3.ALL DIMENSIONS,ELEVATIONS,9-ELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb 6 16'O.G.UNLESS NOTED 014EF-USE.FURTHERMORE,ALL WALL ,��;,g�Or'�� O0 0'� p= 0 o STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF GOL"WITH HILT]X-U POWDER DRIVEN U = s°a GUT-OUT5,UNDERGROUND UTILITIES,PIERS FOOTIN65,SLABS AND �- 3 ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT C W-RETE TESTING LAB ON FASTENERS a 160 O.G. 6EOTEGHBNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO PERMIT SET U z 6 TRADES ORAWIN65 PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE Mff R BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LESS THAN AN EQUAL 4AeE R OF STUDS °L U LADE INFORMATION AND DESIGN LOADS(EXCEPT A5 NNOTED), AT EACH END,UNLESS NOTED OTHERWISE. Q 6.NO CALCIUM GHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE,INTERNATIONAL BUILDIN6 CODE(IBC),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED T06ETHER WITH 160 NAILS.NAIL r RELATED REFERENCE:A5GE 1-10 1.A CONCRETE MIX DES16N SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPAGIN6 SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH SIDES 5TA66ERED 4'APART. CONCRETE IF"ON SITE MIX DE516N SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF 6EPERAL NOTES_PRE_EW71HEEREV SNOOD FLOOR LIVE LOAD5: CONCRETE. 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPSIN65 SHALL HAVE NOT LE55 THAN ONE JACK STUD AND TWO FULL ALL BE DE516iN®PER THE"DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD WOOD TRUSSES SHALL RE5IDENTIAL: HE16HT 5TUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENIN05 SHALL HAVE NOT LE55 THAN I. S■PUBLISHEDBY THE TRUSS PLATE INSTITUTE. PRIVATE ROOMS 1 CORRIDORS SERVING TEEM,40 PSF 6.ALL REINFORGING UN BARS SHALL BE ASTM A-615 6RADE 60 LE55 NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HE16K 571D AT EACH SIDE OF THE OPENIN6 UNLESS NOTED OTHERWISE. PUBLIC ROOMS 1 CORRIDORS SERVING THEM:100 P5F 1.ALL GONNENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A SIMPSON UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHANGING WOOD M!"b SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER g.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND SNOW AND ROOF LOAD5/FAGTOR5: ENC711 IN6 REVIEW.SHOP DRAHIN65 SHALLBE REVIEWED AND APPROVED BY THE 6ENERAL CONTRACTOR PRIOR TO U5E SIMPSON L55U 5KEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1.25OX20 T'Rll�,{MANUFACTURERS REQUIREMENTS. MIN.ROOF LIVE LOAD:20 P51F SIIBMITTIN6 TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENCTH5,LAPS, &A.RIDGE STRAPS(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION) 3.WOOD TRU55 FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND SNOW LOAD(Pq):30 P5F BENDS,DETAILS,ETC. DRAWIN66 BEARIN6 SEAL AND 516NATURE OF THE DE516N PROFE55IONAL EN6INE:R,RE615TERED IN THE STATE FLAT ROOF 5NOW LOAD(PP):30 P5F 8.FLUSH FRAMING SHOP SHALL BE SUPPORTED BY J015T HAWSERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED OF NEW YORK. DRANIN66 SHALL BE REVIEWED AND APPROVED BY THE 6ENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(Is):IA 10.ALL REIINFORGIN 7 BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN NO CASE SHALL THEY BE '¢►"bER• SUBMITTING TO ARCHITECT.SHOP DRAWIN65 SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; SNOW EXPOSURE FACTOR(Ca),IA LESS THAN 2'-0'OR 4OX01A. TRU55 DETAIL SHEETS SHOWING GONJFI6URATION,DIMENSIONS LOADS,MEMBER SIZES AND GRADES MEMB6t THERMAL FACTOR(Gt):ILO q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESI6NED TRU55ES UNDER ALL PARTITIONS RUNNING ' 11.ALL WLLOED WIRE FABRIC SHALL CONFORM TO ASTM A-185,Fy=60 KSI PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO FORCES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRU55 CONNECTION HANGERS FOR 6EOTEGHNI66L FACTORS; PARTITIONS. FLUSH FRAMING,TEMPORARY BRAGIN6 REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TR 055 FROST DEPTH:3'-b' 12.ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE SECURELY DE516+M,ETC. ASSUMED SOIL BEARING CAPACITY:SEE'FOUNDATION NOTES'IT 15 A5%*ED THAT WIRED T06ET1Ei2. 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. 4 M66 DE516,NER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING THIS CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL DRAWIN65 FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND GUT 11.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 15/32 APA STRUCTURAL I RATED 5HEATHIN6.�HUBER'ZIP'SYSTEM 15 FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOat'eNTS.ADDITIONAL PROP05ED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),51DEWALK5,AND REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL OE516N LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECT'S DUE TO SETTLEMENT,DIFFERENTIAL OUTS. PERMITTED,AN 6*'INSULATED PANELS ARE S.ALL ALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,6LENERAL CONTRACTOR AND/OR NOT LESS THAN UI OIN ON ALL PANEL ETHIN6 ALL WALL HORIZONTAL PANE_o SPA MUST BE BLOCK®AND NAILED SPECIAL TOP CHORD SLOPE REQUIREMENT5 FOR DRAINA61E,ETC.TRUSS DESI6NER SHALL CAR :LOLLY Z OWNERS SHALL RETAIN THE SERVICE5 OF A QUALIFIED 6EOTBCHNIGAL ENGINEER TO A COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORMS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING FIXTURES,INCL.LUDIN6 BUT NOT LIMITED O AND LOCAL A6ENGIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. TO TUBS,SHOWER UNITS,WITH THE S.C.,ARCHITECT,AND MECHANICAL DES16N. N TEST AND EVALUATE THE 517E IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO VERIFY THESE A55UMP7ION5 AND PROVIDE A 6EOTECMNICAL BNISINEERIN6 REPORT. 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.SUB-FLOORING SHALL BE 3/4'TONGUE Q 6ROOVE APA STRUCTURAL I RATED 5HEATHIN6 EXPOSURE I UNLESS w PROCEDURES AND 6UIMINE5 PRESCRIBED IN THE LATEST EDITION OF'BUILDING CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN SUB-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD SUB-FLOOR 5.DEAD L.OAD5 WIND FACTORS ROOF TRUSS TOP CHORD DEAD LOAD,10 PSF RISK CATE60RY:11 AND ACIG®r3O6CONCRETE'6UIM-AFOR H,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,ACI-301, ADHESIVE AND 8d NAILS a 6'O.G. ROOF TRUSS BOTTOM CHORD DEAD LOAD,10 P5F BASIC WIND SPEED(VA 130 MPH AND AGI-305r306 6UIDC-5 FOR HOT/GOLD WEATHER GONGRETINN6. FLOOR TRUSS TOP CHORD DEAD LOAD:15 PSF EXPOSURE CATEGORY:B 13.ROOF 5HEATHIN6 ON FLAT ROOFS SHALL BE MINIMUM IN T16 APA STRUCTURAL I RATED SHEATHING. FLOOR TRUSS BOTTOM CHORD DEAD LOAD:10 PSF TOP06RAPHIG FACTOR(Kzt):10 16.6.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD.ALL CONCRETE THAT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SL OPINE FRAMING SHALL BE MINIMUM 5/8'T16 RATEDAPA STRUCTURAL I RAT ENCLOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH.6G.SHALL COORDINATE THE CONCRETE MIX DESIGN(IF.SELF 6.TR16 DES16t SHALL OE516N,MANUFACTURE,AND FLRN15H ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD � INTERNAL PRESSURE GOEFF b t0.18(ENCLOSED BLOW �ATMIN6. DEFLECTION CRITERIA OF L/600 AND ALL ROOF TRUSSES WEIGH MEET A TOTAL LOAD DEFLECTION CRITERIA OF SALIENT CORNER DISTANCE:�' CON50LIDATIN6 CONCRETE),RFBAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY THE LESSER OF 3/4 OR L/360 UNLI�SPECIFICALLY APPROVED OTHERWISE. 0 ROOF PITCH:21-45 D66REE5 CON50LIDATED CONCRETE POUR FREE OF VOIDS AND/OR'HONEY-GOMBIN6'. 15.ROOF 5HEATHIN6 ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT N CV MORE THAN 6'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 48'OF 1 WOOD TRUSS ERECTOR SHALL BE RESPONSIBLE FOR M16N AND INSTALLATION OF ALL TEWORARY LU 6,Ow EINTS AND GLADDINN&IQFAGTORED WIND LOADS IT.6ENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REPAR PLACEMENT,CONCRETE MIX RIO6E5,HIPS,RAKES,AND EAVE5. ERECTION BRACING. ZONES I,2 1 3 ROOF WIND DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION 4- TRIB AREA ZONE I(FIE LP) ZONE 2(ED60 ZONE 3(CORNER) THiIROtU6HOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYCOMBING'AND VOID5 IN CONCRETE 16.ROOF 5HEATHIN6 ON CURVED FRAMIN6 MEMBER5 SHALL BE THREE LAYERS OF#'APA RATED PLYWOOD 8.TRU55 SPACING SHOWN IN STRUCTURAL EN6INEERIN6 PLANS ARE FOR REFERENCE ONLY.6ENERA1 O 10 5F 30.4 P5F 35b PSF 35.6 PSF FOUNDATION.TECHNIQUES,%UGH AS PRE-STAGING CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS STA66ERED BETHEEN SUCCESSIVE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRU55 SHOP DRAHIN65 FOR ACTUAL TRU55 LAYOUT AND SPACING Z 20 SF 28A P5F 34D PSF 34D PSF CONCRETE MIX DES16N5 TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE 5UPPORTIN6 FRAMING WITH 8d RINK-SHANK NAILS a 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). CONTRACTORS DISCRETION. Q N Q 50 SF 26b PSF 32A PSF 32O PSF STAGGERED BE'fl^EETN NAILS FROM SUGGE551VE LAYERS. 100 SF 25.2 PSF 30.4 P5F 30.4 PSF 18.CONCRETE VOIDS AND EXCE551VE`HONEY-COMBING'SHALL BE DOCUMENTED AND REPORTED TO THE 1'1.SOLID BLOCKING SHALL BE PROVIDED AT RIO6E5 AND EAVES TO SUPPORT AND FASTEN PANEL.E76E5 IN E ZONES 4 1 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD.PAR61N6,DRY-PACKIN6,AND ALL GIRGUMSTANGES FOR ALL ROOF TYPES WMERf STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR LV 0 TRIB AREA ZONE 4(FIELD) ZONE 5(C.ORNER) IFLOATIN158 THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. W U10 SF 33D PSF 40�PSF SIGNIFICANT VOIDS. 20 SF 31b P5F 36D PSF 16.ENISINEE ED LUMP SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z LU Z 50 SF 2qb PSF 343 P5F STRUCTURAL STEEL NOTES, PRAWIN66 FOR ALL EN61NEERED LUMBER AND I-JOISTS.SHOP ORANN65 SHALL INCLUDE BUT ARE NOT LIMITED 100 SF 28.4 P5F 31.6 P5F I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE A156 SPEGIFICATION5 AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, 500 SF 252 P5F 25.2 P5F LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRID6IN6,AND SQUASH BLOCKS. 0- FOUNDATION NOTESi 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(WU SHALL BE ASTM Agg2 FY=50 KSI.BASE PLATES, Iq.LAMINATED VENEER LUMBER(LVU,LAMINATED STRAND LUMBER(L5L.),AND PARALLEL STRAND LONGER(P%J SHALL N Q � OC Lip GHANMEL5,ANI6LES,AND MISG.STRUCTURAL STEEL SHALL BE ASTM A-36,FY=36 KSI.ALL SQUARE AND BE VER5A-LAM BY BOISE CASCADE OR EQUAL. Lu U Q I.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE REGTANi60LAR HOLLOW STRUCTURAL SECTIONS M55)SHALL BE ASTM A-500 GRADE B FY MINIMUM 46 K51. 0 to CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND PSL.BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,FG='150 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIREMENTS OF ASTM FI554 AND PSI FG=3"PSI,FV= 265 PSI,E=20WOW P51 2.ALL SOIL SUPPORTED FOOTIN65 SHALL BE FOUNDED UPON COMPACTED NATURAL Ate. WEIGRADE OR COMPACTED BANK RUN 6RAVEL FILL WITH A BEARING CAPACITY OF 21.PSL COL.UK6/PO5T5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 PSI,FG=-50 AT LEAST 3000 PSF.66 SHALL BE RESPONSIBLE FOR DETERMINING THE SITE'S 4•ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIRBMENT5 OF ASTM A-325 FOR 3/4'DIAMETER P51 Fr,=3"PSI,FV= 265 P51,E=I,100000 PSI SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE 6.C.SHALL BE H16H 5TREN&TH BOLTS UNLESS NOTED OTHERWISE. RESPON5IBL.E FOR CONSTRUCTING THIS BUILDING AND 5URROUNDIN6 SITE/SUBSRADE 22.LVLS AND PSLS 5HALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL IN STRICT ACCORDANCE WITH THI5 REQUIREMENT. 5.ALL WNBDINI6 ELECTRODES SHALL BE E10XX. LENGTH OF THE MEMBER. 3.BEDROCK 6.ALL AE DING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MEETIN6 THE REQUIREMENTS OF ASTM D-2554-16. C /1J376E SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF AND 6A5 WELDING IN BUILDING GONSTRUGTION',LATEST EDITION. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED 6RAVI3.. 24.ALL 51MIP50N CONNECTORS,(HAN6ER5,STRAPS,UPLIFT CONaE1CTOR5,P05T GAPS,ECTJ SHALL BE COATED WITH 1.NO CONNECTION SHALL CONSIST OF LE55 THAN TWO 3/4'DIAMETER BOLTS OR WFJDS DEVELOPING A MINIMUM 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTIN6 LAB ON Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. 4- OF 10.000 POUMD5 UNLESS NOTED OTFERA5E. EACH TYPE OF SOIL TO EE COMPACTED. ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 8.ALL FILLET WELDS SHALL BE A MINIMUM OF I/4'UNILE55 NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. L 5.501E SHALL BE GONIPAGT®TO NOT LE55 THAN q5%OF MAXIMUM DRY DENSITY PER ASTM D155 O 1 IN LIFTS NOT TO EXCEED 6'LOOSE DEPTH. q.ALL W E D5 SHALL BE V15UALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 26.AIL FA5TL 5 E)�05ED TO MOISTURE,EXPECTED GONNEDENSATION,PRESSURE TREATED LUMBER,AND/OR THE 6.FIELD DENSITY TE5T5 SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SOWING TESTiNI6. HEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. ARCHITECT OF RECORD 10.AN INDEPENDENT STEEL TE57IN6 AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING,THE O STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL 5C+EVLLE ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITN SIMPSON PC/EPC I.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. POST GAPS AND 46'LONG NNLE55 OTHERWISE NOTED)SIMP50N 206A COIL STRAPS.STRAP5 SHALL BE a _ 5/�� ^` W EXGEEXCEEDII.'HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND 2 FEET MAXIMUM DIFFERENTIAL. CENTERED OVER THE TOP OF THEE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST.FASTEN STRAPS WITH � � WITH RELATION TO TEMPERATURE DIALS AND STABILITY. iOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. ' Z � 8.S PLUMBING AND ELECTRICAL DRAWIN65 FOR UNDER FLOOR SYSTEMS AND SPECIAL 6RANILAR FILL MATERIAL REQUIREMENTS. 28.ALL CEILING FRAMING(INCLJIDIN6 TRUSS BOTTOM GHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE 6ALVANIZED,SHALL BE GLEAMED OF ALL RUST,L005E FRAMED IN ORDER TO BRACE THE EXTERIOR WALL5 A6AIN5T LATERAL MOVEMENTS.COORDINATE ALL CEILING Q MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO = O q.MD FOOTIN165 OR SLABS SHALL BE POURED INTO OR AGAINST SUB6RADE GONTAININ� ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FIN15H PAINTS AND APPEARANCES. FRAMING WITH ARCHITECT OF RECORD. FREE WATER OR ICE. 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE 1 INSTALL 10.ALL SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE 1 INSTALL P FULLY WELDED AND FITTED WED 5TIFFENER5 BOTH SIDES AT ALL BEARING 1 POINT CONTINUOUS 2X8 C.EAT FASTENED THROUGH 5HEATHIN6 AND INTO EACH ROOF RAFTER WITH(2)010 DECKING 6RANILAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANSM lJ<iLE55 NOTED OTH EIZHISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-NAILS AND SINGLE 010 DC-GKIN16 SCREW Q� Cc W56RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6-OTEGHMIGAL EN61NEER5 OF RECORD. 14.CUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBER5 FOR THE WORK OF OTHER TRADES THROU6+♦TOP OF RAFTER SHALL BE SHOWN ON SHOP PRAWIN66 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 30,PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTER®ON THE PRE-EN61M�R®WOOD RIM TRU55. x IL FORGES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THE HOLES OR CUTS IN STRUCTURAL STEEL f-M 5 IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN THIS PLYWOOD TIE PANEL L HORIZONTAL BE FASTENED L TO BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS I b'O.G. � DESIGN OF THE FOUNDATION FOR THIS STRUCTURE.IT IS THE RESPONSIBILITY OF THE PERMI5510N FROM THE STRUCTURAL BN61NffR OF RECORD. (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-EN61NEERED WOOD RIM TRUSS TOP CHORDS. GENERAL CONTRAGTOR/OH ER TO CONFIRM WITH A 6EOTEGHNICAL ENSINIECR,CIVIL I5.6Et�AL CONTRACTOR SHALL SUBMIT SWOP IDRAWIN6<�TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS a be O,G.AND TO THE TRU95 VERTICAL P-1 5 NTH 8d NAILS a ENGINEER,OR OTHER QUALIFIED DL-SIGN PROFESSIONAL TO ENSURE HYDR05TATIG 6'O.G.t3 NAILS PER VERTICAL MB 1BB�.THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER Co FORGES DO NOT EXIST. AND RACTOR RI REVIEW.SHOP NS TO AR SHALL.S REVIEWEDPRAWI AND APPROVES BY THE GENERAL FLOOR STUDS MTN 8d NAILS a 6'O.G.(3 NAIL5 PER STUD).ALL SOLE PLATES AND TOP PLATES%WALL BE NAILED WITH CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT 5Tff1.LAYOUT, 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,L.ENGTH5,CUTS,STIFFEMR5,CONNECTION5,DETAILS,ANCHOR BOLTS,LEVELING PLATES,U43EDOW 8d NAILS a b'O.G.11*EXGEPTION:PLYWOOD PANEL SHALL BE FASTED TO EVERY FULL HE16HT KING STUD AND JACK RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)Bid NAILS(5 EACH KING AND JACK) o J r y ti IL a r i i h W m 3. 4 ti 4 O V 0 Q CAMERA•O'NEILL I CONSULTING ENGINEERS I Structural Engineering-Design 217 Black Point Lane I ALL DECK BEAMS SHALL BE I Camara/0'"Il Portsmouth,RI 02871 FASTENED TO POSTS TO I I Consulting Engineers 40LS78298] RESIST UPLIFT WITH SIMP50N COIL STRAPS,SEE DETAIL PROVIDE SIMP50N PCbZ COLUMN Of NEW GAP AT ALL DECK POSTS �Q� V I PROVIDE SIMPSON H25A I co UPLIFT ANCHORS AT EA. .o Al. END OF ALL DECK JOISTS, la to TYP. � U"4b+yt� 0 s W zzu+ a,o Ea 2 �6+6�6+6 Q Q QU 2 `arm' 2 P.T.TRIPLE 2x12 BEAM(FLUSW PROVIDE 4 STANDOFF B e ��` 09p16 ='� y 6- FASTEN FIRST JOIST I THROUGH SHEATHING AND I ^�,'i?ti ��� W o °'o FASTEN TO CONC.WNW DIA. INTO WALL STUDS/RIM W/ LEPDXIED THREADED AROD(60�NGHORJ I =S10 C _ j 0 C v Y4 x4'L SC WSSIM AT N SOWSC. P.T. a PERMIT SET u -� s SCREWS AT Ib O G. IS e I O 2 1( 1( PRE-ENGINEERED P Q U 21 CONTINUOUS P.T.2x12 2 GIRDER TRU55 OR ip ak +b� \� E A N LEDGER FASTENED -+ DOUBLE I6°L.V.L. ryk _ I BEAM(FLUSFU Q I Q�Q(fi _ K 5T5 M � THRCU6HH SHEATHING AND TRI 2 STUDS INTO RIM JOIST )Yi x 42 L N6. III 'a SIMP50N SOWS a I6"O.G. 5 III Y a I ;III 4-y I e l r 50.1 -1 1 A A DEE I I } _ _i E I a_ TR15 rRIP2 ?x6 bQ PROVIDE a INSTALL I I PAIR OF SIMP50N DTT2Z TENSION TIES I I N 1` 0 t/1 ` H lib.L 11,1 I 16'L 11,1 Q Q� 50.2HO TF L 55e i 0 16 O.C. 50.2 I b G. ' C 7 3 I I I 50.2 O N O C',to 502 N��^Y 1 ' D ' U LU^ 0 N N k U_4k I I I I PROVIDE a INSTALL PROVIDE a INSTALL NBEAM POCKET AND P.T. BEAM POCKET AND P.T. NO 91CO e T 14' BEARING PLATE TO I e T 14' BEARING PLATE TO 'Lv ACCOMMODATE BEAM. I ELO O PROVIDE a INSTALL BEAM I A 61 IEER ( ��WIBUILDINGDPROVIDE a INSTALL BEAM I COL Al � PROTECT ur�AT Z N POCKET AND P.T.BEARING PLATE ° POCKET AND P.T.BEARING PLATE I6 I LL BER WITH BUILDING 2 AN I q5 _ _ _ ib V.L. FELT A5 REQUIRED TO ACCOMMODATE _ _ _ _2RE I 9 L.V _ 1 V FELT 5Q } AS REQUIRED TO AC60MMMATE _ _ _ _ _ BEAM.PROTECT UNTREATED BEAM.PROTECT UNTREATED �Q EF1 LUI BER WITH BUILDING FELT I N5 = KI = _A = _ _ = F TRU�iS DESIGNER NOTE LUMEIER WITH BUILDING FELT I E NS = _A = _ _ = F i FL 5 I TL75 NT I ��- TRll�.f DE516 ER 15 RESPONSIBLE FOR FL sr I TL Q I I F F a P I5PEGIFYITION ALIFT HARDWARE.TRU55ES �� I F a I O H. O DESIGNED TO MEET ALL BEARING H' REQUIREf"IE NT5.APPROAGHE5 TO O N I j ACHIEVE REQUIRED BEARING INCLUDE, —1LL_ } V Ib' BUT ARE NOT LIMITED TO,BEARINGF 16' J Z H z 0 &N, .c ENGHANGERS,ADDITIONAL TRU55 I 16 1 I PLIES,DIFfERENT MATERIAL5,ETC I Ib I Q N NDI X 5EE 6BNRAL NOTES FOR ADDITIONAL ( NDI X ING INE ON REGiUIRFMI=NTS/INFORMATION INS INE w C ORE W/ .0 I GA 5 L 1 I V I GA L I U � L j,j 3 61 ER°U.V.L. 61 Ib Mr N Q :- 3 oLU o I I I' Li U U U U U U U U U U U U U UI PROVIDE a INSTALL PROVIDE a INSTALL SIM BEAM POCKET AND P.T. 114 SIM BEARING PLATE TO BEAM POCKET AND P.T. ACCOMMODATE BEAM. 5 COMMODATE BEAM. 5 BEARING PLATE M M. AC . I 50.1 PROTECT UNTREATED tD. I SO.I PROTECT UNTREATED LUMBER WITH BUILDING PROVIDE a INSTALL I I Lt1H18ER WITH BUILDING I PROVIDE a INSTALL FELT P.T.BEAR PLATE TO FELT BEAM POCKET AND P.T. _ BEARING PLATE TO ACCOMMODATE BEAM. ACCOMMODATE BEAM. .}. PROTECT UNTREATED PROTECT UNTREATED 3 SIM b I La-VIER WITH BUILDING SIM LUMBER WITH BUILDING FELT 3 bFELT I � � 50.2 50.1 50.2 50.1 PROVIDE a INSTALL PROVIDE e INSTALL Q 0 BEAM POCKET AND P.T. Gl BEAM POCKET AND P.T. 64 U55 I TE TO ACCOMMODATE BEAM. Ib' Vl.BEARING PLATE TO I I AC� D TABEAK 16' Vl. I ^` a) PROTECT UNTREATED Ib' ~ _ >J LUMBER WITH BUILDING PROTECT UNTREATED 16' L1/MBER WITH BUILDING FELT D I FELTOD, I 3 (u Ib D.C. 50.2 Ib G. c 502 E O I I I 10 e— ao h n Fj yl-"'lo i SO.I SO.I J a 0 10 I - I I B FIRST FLOOR FRAMING-WALK OUT BASEMENT FIRST FLOOR FRAMING E6RE55 WINDOW A a SCALE:I/4"=1'-0" SCALE:1/4"=1'-0" a V PLAN NOTE-So PLAN NOTES CONT.i m • I. •J-xK JACK AND KING STUDS SHALL BE SAME DIMEN51ONAL STUD LUMBER AS ADJACENT STUDS.(Le.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REGUIREMENT5 AND PREVAILING STATE BUILDING CODE. Z 10.ALL MULTI-PLY HOOD AND/OR ENGINEERED EMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURERS _ 2. -INDIGATE5 51MP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANGERS REQUIREMENT5 AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPEGIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED 50LID WITH CONCRETE.PROVIDE V THICK'SPRINGFIELD'GAP 2. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL MNS 4. LNLE55 OTHERWISE NOTED ON PLANS,ALL►EADER5 OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING a END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUT5,UNVER6ROUND UTILITIES,PIERS,FOOTINGS,SLABS,AW ALL 6. REFER TO GENERAL.NOTES FOR FURTHER REQIIIRL-•ETrTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEU LAICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' I. ALL FULL#IGHT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. ;4. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED 6. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHI-"TS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'5QUA5H BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. t P, G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering Design 117 Black Point Lane CAmera/O'Neill Portsmouth,RI ox872 Consulting Enoneers 401 S78:983 wo tor-NEWY V y 9,t. �9 APA RATED WALL SHEATHING, G.WB.,GOORD. r 2 W �$ o W/ARGH'L 2. � ,- G*_ y o u q SEE 6ENERAL NOTES. .7 �/ 0 W V Ck ,N,Q 51N6LE 2xb SOLE PLATE ``�: SjON�� w O U.1 o PERMIT SET U 2xb WOOD STUDS®16'O.G. Z v i'Td 6 PLYWOOD Q SUB-FLOOR. n. PROVIDE AND INSTALL TRIPLE 2xb STUB POST/SQUASH BLOCK(NOT SHOWN)BELOW ALL JAMB AND Q POST LOCATIONS ABOVE. PRE-ENGINEERED DOUBLE 2xb WOOD FLOOR g TOP PLATE,TYP. TRUSSES,SEE PLANS PROVIDE 2x DIA6. BRAGIN6 a 48'O.G. N Z O'�SECTION THROUGH EXTERIOR WALL-PARALLEL FRAMING 0 SCALE:3/4'=I'-O' j LL �O 0 APA RATED WALL SHEATHIN6, 6.WB.,COORD. SEE GENERAL NOTE5. W/ARC:H'L V) SINGLE 2xb SOLE PLATE Q W N 2xb WOOD STUD5 a I b'O.G. E j'T16 PLYWOOD } V PROVIDE CONTINUOUS 2x4 J// SUB-FLOOR. Z0 W Q 'RIBBON'FASTENED TO EA. Z FLOOR TRUSS W/12d NAILS O PROVIDE AND INSTALL TRIPLE 2x6 LU STUB POST/SQUASH BLOCK(NOT N Q SHOWW BELOW ALL JAMB AND POST Uj N Q LOCATIONS ABOVE. PRE-EN6INEERED g DOUBLE TRUSS HO ES,FLOOR PLANS TOP PLATETE,,TYP. K i 2 SECTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMINGLZ ^, 5GALE:3/4"=I'-O" VJ O E Q Q I'APA RATED Td 6 INN, W PLYWOOD SHEATHING LAP SHEATHING Z t2'-Ow MINIMUMINNNNNNNNN A^l1 W I'—O'MAX Q a z O O 3ZD �W 2x LADDER FRAMED RAKE i'APA STRUCTURAL I RATED PRE-ENGINEERED = WOOD ROOF EXTERIOR PLYWOOD TRU55 ° SHEATHING.SHEATHING SHALL \--PRE-ENC71NEERE-,0 EXTEND TO TOP OF 6ABLE WOOD&ABLE END TRU55 END ROOF TRUSS o SEE ARCH.FOR EXTERIOR FINI%E5,TYP. 1V -1 V 3 RAKE LADDER FRAME DETAIL AT TRUSSES ti SCA :3/4'=1'-0' v W i-• yi V • n c s, 1 w� _ a a a a (� CAMERA-O'NEILL CONSULTING ENGINEERS I I Structural Engineering-Design LAB FRAMED RAKES NOTE I 117 Black Point Lane ww�o I I LADDER FRAMED RAKES ARE NOT SHOWN I Cameta/O'Neill Portsmouth,RI 02871 -4< FOR CLARITY.REFER TO DETAILS 4/51.1 FOR II onsultingEnglneere 4oi578.:983 ADDITIONAL INFORMATION 56 DESIGNER NOTE .<<G OC-NEW 1RU TR ISS DESIGNER 15 RESPONSIBLE FOR V. '9 SPECIFYING ALL CONNECTION AND y F I UPLIFT HARDWARE.TRUSSES SHALL BE I II �Ir y DE516HN®TO MEET ALL BEARING ti REQUIREMENTS.APPROACHES TO tv f W =Z auN O E a' ACHIEVE REQUIRED BEARING INCLUDE, M �;;.;' 2 Wa, c o0 0 BUT ARE NOT LIMITED TO,BEARING �� �" 'A-= >o y o� ENGHANGERS,ADDITIONAL TRUSS 09016" U a oc rn o CONT 2x8 LEDGER PLIES,DIFFERENT MATERIALS,ETC ` "r_. NPR C�++ o °'- FAST$NED TFIROU6H SEE 6ETERAL NOTES FOR ADDITIONAL I r�g�0 C 1 5HEA INS,AND INTO BEAM W/ REQUIREMENTSANFORMATION II `:~- V = t 3 TAPERED 2x8 y0 160 .GSTAA66ERED Y Y , ROOF JOISTS a Ib' PERMIT SET U �z o O G.(MIN.REMAIN ���� b+b� PROVIDE AND INSTALL SOLID BLOCKING, Q' I Q�Q� BLOCKING EA.SIDE OF ALL RIDGES, I i SEE NOTE II TRIPLE-1`1 _ _ PROFILED TRIPLE IIB75' VALLEYS d HIPS AND AT ALL EAVES __ __ __ __ __ - __ - 1r7, L.V.L.BEAM(MATCH BOTTOM TO SUPPORT AND FASTEN SHEATHING 2 PRE I 61I ! II PANEL EDGES.SEE GENERAL NOTESTOF FLOOR TRUSSES)(MIN i i � Y _ II Q 6142'DEPTH REMAINING) --- - -- ------ --- EMN III _ III FIRST RAFT/FIRST TRUSS PLE 2x TR xb IPLE b TR 2xb TRI 2xb Iiil be FASTEN FIRST RAFTERIIRUSS THROUGH I HEAD ER ' STUB POST DOWN 11 ' SHEATHING INTO WALL STUDS/TRUSSI ! __ Mfe®ER5 W/Y♦'x43'e'S1MIP50N SDW x TRIPLE 2xb SCREWS AT 16'O.G.STA66ERED 5 (0? ER SIDER 1EA49MNNLE%OTHERWISE NOTED) I I I I I TRUSS DESIGNER NOTE: PRE I 2 PLUMBING LINE LOCATION, H PER TRU55 0 4'O.G. 50.2 I I 2 I I z so.2 O LU ZD I I y I I TRUss I 1N6, .q�'s• - ,� - .+�,� NOTE NO DE51 ,TYP. ,p �r PROVIDE AND INSTALL 48'LON6,20 6A LRDERPER �r � 51MP50N COIL STRAP FROM ONE SIDE OF BEAM,SEE PLAN POST,UP AND OVER THE TOP OF THE BEAM, o Z } AND DOWN THE OTHER SIDE.FILL ALL AVAILABLE NAIL HOLES WITH IOd NAILS. 6 P IDE INST 0 )52-THICK BOTTOM OF P05T SIM,SEE 6ENERAL NOTES BOTH HELDED LUMM TAPER I TO TI�VE AI 0 I AND I ON F I U- N SIM1P50N PG OR EPG POST GAP, LL o SEE 6ENERAL NOTES ROOF PRE-ENGINEERED GIRDER TRU56 P.T.POST _ SEE PLANS PRE O O I WALL UNITS _ I?+ O 'OL. 2xb O Z I CL - GANTILE�ERID J gr I TYPIGAL DEGK./PORGH BEAM 5TRAP DETAIL 1 2xb F ui lib-50 "ISGALE:3/4"=1'-O' BL KING, MOTE w Q Q Z& PROVIDE PRE NOTE vVi p I -- TRIPLE O 61RD� 2xb POST DOWN TO V.SKYI6HT ry TRIPLE'125° _ FFADI3Z I I I W/ L I HEADER BELOW j DEL.IIblS' 2xb 3s• L.V.L.BEAM ZXh Pit .+�� h•,� I GO ON 2 3s+ TRUSS DESIGNER NOTE: h �j PLUMBING LINE LOCATION, 1. PER A r. PRE-ENGINEERED l I 1 TYP. 6 I C TT I I .ATnC I e i i TRUSS DIM IONS IV ARCH DWGS DOUBLE ��� BL IN6, `�F NOTE ^ 2x 0 6 O.G. r r LL 0 3 ILl2x4 016'O.G.BEARING IS WALL 15 THE PARTY 50.2 PRE I s 4•o�c. Q -� I 2 z o 50 2 I I L3 o ZD TRIPLE 11,81750 L HEADER DOUBLE 119?5'L.VL. TRI 2xb IDLE 2 5 TRI b IPLE 2 1f I _ 1 I I I a�� �Q I l l TTa155SEE NOTE � ry NTI ARCHITECTURAL EMBELLI5HHHENT5 BY OTHERS. COORDINATE WITH I I ARCHITECTURAL DRAWIN65 I I II E').SEGONP FLOOR FRAMING r SCALE:I/4'=1'-O° A ROOF FRAMING SCALE:I/4'=1'-O" = PLAN NOTES: PLAN NOTES CONT.: .. I. *J-W JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(I e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIRE-ENT5 AND PREVAILING,STATE BUILDING CODE. H1611 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6ANSED TOGETHER IN ACGORDANC.E WITH MANUFACTURERS 2. -INDICATES 51MP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HAN6ER5 REQUIREM BNT5 AND PREVAILING STATE BUILDING,CODE. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. %.ALLY COLUMN'-ALL LALLY GOLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK'SPRINGFIELD@ GAP 12. MEM®ER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A 6ENERAL GUIDE TO FRAMIN6.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN66 SHALL BE SUPPORTED ON EA. PRANIN66 AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK 5TUD GANGED TO A DOUBLE KING STUD. t-`IETHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMEN5ION5,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTIN65,5LAB5,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' x 1. ALL FULL-+EI6HT GOLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN65 PRIOR TO CONSTRUCTION. a TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,6UTTERS,CORBELS,BUILD-OUT5,PAD-OUTS,AND ALL OTHER APPLIED o 8. ALL PLATFORM FRAMM POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELL15R-ENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUD5,'SQUASH BLOCKS',AND/OR FULL-DEPTH 50LID BLOCKING. ARCHITECT OF RECORD. o G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering•Design 117 Black Point Lane Camera/O'Neill Portsmouth,RI o287i I onsulting Engineers 401.578.a983 NEIV�, y�P v 9� Fp y 0 � W Z Z W jo E� = W u1 C CO O Z yo Uv p W U oc C N p to p— p o a„ p �_- o C U x a3i v PERMIT SET U �Z o oe U Q 5WI 5WI AT WALKOUT BASEMENT 00 OPTION,PROVIDE'STI' STRAP HOLDOWJ5 IN LIEU OF'H2'HOLDOWNS AT ol FIRST FLOOR FRAMING H2 H2 5W1 SWI 00 � 5 10 00 00 oo Z 0 ol to W ADJACENT z ADJACENT 7 UNIT UNIT oo 00 1-0 00 1 10 -THIS SHEARWALL 15 THE THIS SFEARWALL 15 THE () 0 PARTY WALL BET1^rl�N UNITS PARTY WALL BETWEEN UNITS Z 00 Q J` J +- CL J 11 Q E 3: O 10 < �- U 10 Z Lu Z (1) O cn a � w J 10 W in ¢ C) Q oo H2 H2 oo 5143 10 10 00 -1-- C z 0 L O 00 00 oo _ Q O u /11 ADJACENToo 00ADJACENT 1 UNIT UNIT 3 _ 0LQ Z O O O m oo 00 .`0 oo !Q O r N :J Y a G'Y�FIRST FLOOR SHEARWALLS BASEMENT SHEARWALLS-WALKOUT BASEMENT OPTION CALE.1/4"=1'-O" SCALE:1/4"=1'-O" SHEARWALL 5GHEDULE r HOEDOWN NOTE-St ID PLYWOOD SHEETROGK WALL STUDS BLOCKING NAILING 0 ' ID TA6 FACE FACE 0 PANEL EDGES O EDGE57 PANEL EDGES I. ALL THREADED ROD HOLOOP06 SHALL BE FASTENED TO CONCRETE FOUNDATION5 WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT SWI OUTER INNER SINGLE 2xb BLOCKED bd 0 b"O G. • ACCORDANCE WITH MANUFACTURERS REQUIRJ�NTS.2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWNS SHALL BE 6ANISED TOGETHER IN ACCORDANCE WITH BUILDING GORE AND 6EIERAL NOTES. 5142 NONE INNER SINGLE 2xb BLOCKED #b SCREWS•4'O.G. 3. V4 ERE UPPER WALL 15 NOT IN LINE WITH LOVC=R WALL,'STI'STRAP HOLDOWN5 SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO SW3 EITHER BOTH SINGLE 2xb BLOCKED bd 0 b"O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL SHEARWALL DETAILS FOR FURTHER INFORMATION. ,, 4. ALL DIMENSIONS,ELEVATIONS,5HELVES,BEAM POGKET5,GUT-OUTS,Ur�R.6Ro UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS HOLDOWN 5GHEOULE SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. HOEDOWN THREADED 5. PROVIDEIDEAND ND INSTALL HORIZONTAL 4kb'PLYWOOD PANE..CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUE.THIS PLYWOOD TIE PANS.SHALL B ID TA6 SIMP50N HOLDOWN FASTENERS RODE ON PLAN MODEL 0 FASTENED TOr TO FRAMING DIAMETER EMBED.INTO FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH bd NAILS a 6'OL.(3 NAILS PER STUD).PLYWOOD PANE.SHALL BE FASTEN®TO THE CONCRETE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/bd NAILS 0 b'OL.AND TO THE TRUSS VERTICAL ME H2 HDU2-50525 DOUBLE WALL STUD SIDS SCREWS 5/6'DIA. 12' MEMBER).WITH bd NAILS 0 6'OL.(3 NAILS PER VERTICAL ME .THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUD5 WITH bd HDU4-SD525 DOUBLE WALL STUD 5D5 SCREWS 5/b'DIA. 12' NAILS 0 6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH bd NAILS 0 6'OL.**EXGE MONr PLYWOOD PANE.SHALL STI G5-20x54"LONG DOUBLE WALL STUD (IDS I C NAILS ABOVE AND BELOW RIM a .312 BE FASTENED TO EVERY FULL HE16W KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)bd NAILS(5 EACH KING K)AND JAC 4 0 0 PROJECT GENERAL NOTES POWER DISTRIBUTION EQUIPMENT LIGHTING FIXTURE LEGEND 1. THE CONTRACTOR SHALL FURNISH LABOR,MATERIALS,TOOLS AND OTHER RECESSED DOWN LIGHT EQUIPMENT REQUIRED TO INSTALL THE WORK SHOWN AND SPECIFIED.THE DTP' 120/240V,1O,3W SURFACE MOUNTED PANEL BOARD,"TP"INDICATES CONTRACTOR SHALL FURNISH AND INSTALL ITEMS NECESSARY FOR A COMPLETE PANEL DESIGNATION L^i WALL SCONCE ELECTRICAL SYSTEM.MATERIALS SHALL BE NEW AND SHALL BEAR THE REGISTERED UL MARK WORK SHALL CONFORM WITH THE NATIONAL FIRE PROTECTION DISCONNECT SWITCH(UNFUSED). ASSOCIATION STANDARD 70(NEC),THE NATIONAL ELECTRICAL CODE(NEC),AND ® SURFACE MOUNTED DOWN LIGHT APPLICABLE FEDERAL,STATE AND LOCAL CODES.CONTRACTOR SHALL SECURE 30AS DISCONNECT SWITCH(FUSED),"AS"INDICATES AMPERE SWITCH RATING, PERMITS AND PAY THE FEES REQUIRED TO CARRY OUT HIS WORK THE CONTRACTOR 0 30AF"AF"INDICATES AMPERE FUSE RATING. H� FLUORESCENT STRIP FIXTURE SHALL FURNISH COPIES OF CERTIFICATES AND PERMITS TO THE ARCHITECT. _,,, ID$ E _ 2.THE DRAWINGS AND SPECIFICATIONS INDICATE THE INTENT OF THE DESIGN AND JUNCTION BOX,411/16"SQUARE(UNLESS OTHERWISE NOTED) 01 �N i O c o: SHALL BE CONSIDERED AS DIAGRAMMATIC ONLY.EXACT LOCATIONS FOR OUTLETS NOTES: p W U a o AND EQUIPMENT SHALL BE DETERMINED AT THE SITE,AS WORK PROGRESSES Tr GROUND BUS at o W c o DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE 1. LIGHT FIXTURES SHALL BE DETERMINED BY THE OWNER DURING O = c CONTRACTOR AT THE SITE.FINAL WORK SHALL BE DOCUMENTED ON AS BUILT O CONDUIT TURNING UP CONSTRUCTION U x 3 RECORD DRAWINGS. • CONDUIT TURNING DOWN oUc Z ° U Q 3.CONDUITS AND EQUIPMENT OF ALL TRADES SHALL BE PROPERLY COORDINATED CONDUIT TURNING UP/DOWN AND SET TO MAINTAIN THE CLEARANCES REQUIRED BY APPLICABLE FEDERAL, LIGHTING CONTROL LEGEND W, , STATE AND LOCAL CODES. r1k S FLEXIBLE POWER CONNECTION TO EQUIPMENT AS NOTED 4.CONDUIT RUNS CROSSING EXPANSION JOINTS SHALL HAVE EXPANSION OR FLEXIBLE POWER CONNECTION NOTES: SINGLE POLE TOGGLE SWITCH,WALL MOUNTED AT 4W UNLESS EXPANSION DEFLECTION TYPE FITTINGS,AS REQUIRED VERIFY EXISTING JOINTS BY a OTHERWISE NOTED.-"a"INDICATES LIGHT FIXTURE CONTROL FIELD MEASUREMENTS.ALL EXTERIOR ROOF CONDUITS SHALL HAVE EXPANSION 'HD" -INDICATES CONNECTION TO EXHAUST HOOD ,: FITTINGS. "FP" -INDICATES GAS FIRE PLACE R 3 THREE-WAY TOGGLE SWITCH,WALL MOUNTED AT 48"UNLESS OTHERWISE ry a NOTED.-'a"INDICATES LIGHT FIXTURE CONTROL S.OUTDOOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R TYPE,UNLESS OTHERWISE r �• r " NOTED. Q JUNCTION BOX,411/16-SQUARE(UNLESS OTHERWISE NOTED) 4 FOUR-WAY TOGGLE SWITCH,WALL MOUNTED AT 48"UNLESS OTHERWISE '4 ,��'��is GQ ��•cL a NOTED.-'a"INDICATES LIGHT FIXTURE CONTROL ✓ = 6.RACEWAYS AND CABLE SHALL BE RUN CONCEALED IN FINISHED SPACES UNLESS UTILITY COMPANY METER SOCKET WITH CIRCUIT BREAKER,SIZE AND !3 OTHERWISE NOTED. ® CONFIGURATION AS INDICATED.COORDINATE WITH UTILITY 7.SERVICE EQUIPMENT AND PANEL BOARDS SHALL BE PROVIDED WITH DEDICATED COMPANY FOR TERMINAUJAW QUANTITIES AND BY-PASS LEVER REQUIREMENTS. FIRE ALARM SYSTEM LEGEND t= CODE REQUIRED WORKING CLEARANCES.THE HEIGHT OF THE WORK SPACE SHALL m EXTEND FROM THE FLOOR TO A HEIGHT OF fr4r OR TO THE HEIGHT OF THE W EQUIPMENT,WHICHEVER IS GREATER.THE WIDTH OF THE WORKING SPACE SHALL CONDUIT SLEEVE,SIZE AS NOTED ON DRAWINGS O 120V,MULTI-STATION SMOKE ALARM WITH 9VDC BATTERY BACKUP ,; 4 v BE THE WIDTH OF THE ELECTRICAL EQUIPMENT OR 30",WHICHEVER IS GREATER.IN ALL CASES,WORK SPACE SHALL ALLOW AT LEAST A 90 DEGREE OPENING OF EQUIPMENT DOORS OR HINGED PANELS. COMMUNICATIONS LEGEND ® 120V,MULTI-STATION CARBON MONOXIDE ALARM WITH 9VDC BATTERY BACKUP 0 8.ALL PANEL BOARDS SHALL BE LOCATED IN SPACES ALLOWABLE BY CODE AND PROTECTED FROM DAMAGE.THE DEDICATED ELECTRICAL SPACE SHALL BE EQUAL FS FIRE PROTECTION SYSTEM FLOW SWITCH TO THE WIDTH AND DEPTH OF THE EQUIPMENT AND EXTENDING FROM THE FLOOR TO TV TELEVISION OUTLET DEVICE PROVIDE ONE(1)RG-6 CABLE FROM OUTLET A HEIGHT OF 9-0"ABOVE THE EQUIPMENT OR TO THE STRUCTURAL CEILING, WHICHEVER IS LOWER.NO PIPING,DUCTS OR EQUIPMENT FOREIGN TO THE 0 TO MEDIA PANEL WITH 4-0'OF CABLE SLACK AT PANEL.FACEPLATE AND g ELECTRIC BELL ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES SHALL BE "F"CONNECTOR PROVIDED BY CONTRACTOR. PERMITTED TO BE INSTALLED IN,ENTER OR PASS THROUGH SUCH SPACE TEL TELEPHONE OUTLET DEVICE PROVIDE ONE(1)CATSE CABLE FROM N LLI 0 OUTLET TO MEDIA PANEL WITH W-0"OF CABLE SLACK AT PANEL. DRAWING NOTES AND DESIGNATIONS I-- 9.WIRING DEVICES SHALL BE MOUNTED IN ACCORDANCE WITH THE LATEST FACEPLATE AND CATEE CONNECTOR PROVIDED BY CONTRACTOR. O REQUIREMENTS OF THE ACCESSIBILITY CODE. Z SURFACE MOUNTED TELEPHONE MEDIA PANEL. DRAWING REVISION MARKER J N 10.PANEL BOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE TOP MML P-CATV � J Q 0"CIRCUIT BREAKER OPERATING HANDLE TO THE FLOOR SHALL NOT EXCEED 4'- . Q w N L 11.ALL RECEPTACLES INSTALLED IN UNFINISHED AREAS SHALL BE GFI TYPE. 11 MP-TEL SURFACE MOUNTED CAN MEDIA PANEL. DRAWING REVISION CLOUD Z uj C 12.CONDUCTOR.COMMON OR SHARING OF NEUTRALS WILL NOT BE ALLOWED.NO COMMUNICATION DEVICE NOTES: U C MORE THAN(3)CIRCUITS(SIX CURRENT CARRYING CONDUCTORS)SHALL BE RUN "C"-INDICATES MOUNTED ABOVE COUNTER HEIGHT u J W IN A SINGLE CONDUIT. MECHANICAL EQUIPMENT IDENTIFIER LEGEND w Q 06 O 13.RECEPTACLES,SWITCHES,LIGHTING FIXTURES,SMOKE ALRAMS,ETC INDICATE NOTES: Z LL Z Q QUANTITY,EXACT LOCATIONS OF DEVICES SHALL BE DETERMINED IN THE FIELD AND 1. AS A MINIMUM,FOR EACH COMMUNICATION DEVICE PROVIDE MECHANICAL EQUIPMENT TAG 0 COORDINATED WITH ARCHITECTURAL DRAWINGS. A 411/16"SQUARE 2"DEEP BACKBOX AND SINGLE GANG MUD a 'EF"INDICATES EQUIPMENT TYPE(EXHAUST FAN) rL ''^ RING. t "1"INDICATES EQUIPMENT NUMBER oc V J 14.THIS IS A STANDARD SYMBOL LIST.ALL DEVICE SYMBOLS AND ABBREVIATIONS MAY di NOT NECESSARILY APPEAR ON THE FLOOR PLANS OR DETAIL SHEET.ONLY THOSE 2. VERIFY MOUNTING HEIGHT OF EACH LOCATION WITH NOTES: w J Q Q SYMBOLS INDICATED ON THE FLOORS PLANS ARE USED AND OTHERS SHOULD BE ARCHITECTUAL DRAWINGS. 1. REFER TO MECHANICAL AND PLUMBING PLANS AND SCHEDULES FOR 0 vVi DISREGARDED. ACTUAL EQUIPMENT NAME AND ASSOCIATED DESCRIPTION. 15.MOUNTING HEIGHTS SHALL BE AS INDICATED ON ARCHITECTURAL DRAWINGS.THE Q LOW VOLTAGE DOOR CHIME TRANSFORMER MOUNTING HEIGHT DETAIL SHALL BE USED AS A GUIDE IN THE ABSENCE OF THE POWER DEVICES LEGEND ARCHITECTURAL DRAWINGS. a DOOR CHIME PUSH BUTTON MOUNTED 4'-0'AFF OR GRADE.WP 16.CONTRACTOR SHALL VERIFY ALL DOORS SWINGS BEFORE INSTALLING SWITCH INDICATES WEATHER PROOF 2 DUPLEX RECEPTACLE-"2"INDICATES CIRCUIT NUMBER O BOXES. fp 17.FOR EXACT LOCATION OF LIGHTING FIXTURES,SEE REFLECTED CEILING PLAN Q TWO TONE DOOR CHIME MOUNTED T-0"AFF 2 DUPLEX RECEPTACLE-WITH INTEGRAL LISS CHARGER PORTS 7 INDICATES DRAWINGS. CIRCUIT NUMBER 18.EXACT LOCATION OF LIGHT FIXTURES SHALL BE COORDINATED IN THE FIELD NOTES: a DUPLEX RECEPTACLE WITH BOTTOM HALF OF RECEPTACLE CONTROLLED ^` WITH OWNER'S REPRESENTATIVE.FIELD COORDINATE LOCATIONS WITH SYSTEM BY WALL SWITCH OF OTHER TRADES. 1. DOOR CHIME SYSTEM SHALL BE NUTONE SERIES#SK125LWH Z 19.ELECTRICAL CONTRACTOR IS TO COORDINATE THE EXACT LOCATION OF LIGHTING TWO ENTRY SYSTEM OR EQUAL. FLOOR MOUNTED DUPLEX RECEPTACLE-"2"INDICATES CIRCUIT NUMBER Lo FIXTURES IN MECHANICAL AND STORAGE AREAS WITH OTHER TRADES. 2. WIRE PER MANUFACTURES RECOMMENDATION. CEILING MOUNTED DUPLEX RECEPTACLE-7 INDICATES CIRCUIT NUMBER _ 0 N 20.FOR EXACT LOCATION OF MECHANICAL EQUIPMENT,(AC UNITS,FANS,PUMPS,ETC) Q 0 • REFER TO RESPECTIVE TRADES DRAWINGS. RECEPTACLE NOTES: L_ r- I 21.CURRENT CARRYING MATERIAL USED SHALL BE COPPER,INCLUDING PANELSOARD C. -INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER SURFACE BUS MATERIALS AND TRANSFORMER WINDINGS. "GD" -INDICATES GARBAGE DISPOSAL Q� Lo 22.FURNISH GROUNDING/BONDING BUSHINGS ONTO ALL CONDUIT ENTERING/LEAVING 'R" -INDICATES RECEPTACLE FOR GAS RANGE 7 � N BOXES. "REF" -INDICATES RECEPTACLE FOR REFRIGERATOR L • 23.ALL GROUND CONDUCTORS SHALL BE GREEN,ISOLATED GROUND CONDUCTORS "WP" -INDICATES RECEPTACLE MOUNTED IN A WEATHERPROOF SHALL BE GREEN/YELLOW STRIPED,AND NEUTRAL CONDUCTORS SHALL BE WHITE. ENCLOSURE W "GDO" -INDICATES GARAGE DOOR OPENER RECEPTACLE ON CEILING "GFP" -INDICATES GROUND FAULT PROTECTION UPSTREAM. j RECEPTACLE COVERPLATE SHALL BE MARKED"GROUND FAULT PROTECTED" "KI" -INDICATES MOUNTED IN BASE OF MILLMORK,NO LESS THAN 0 12'BELOW COUNTERTOP "D" -INDICATES RECEPTACLE FOR GAS DRYER ° "DW" -INDICATES DISHWASHER CD 8 0 R.W.Sullivan Engineering 2 WI W 61grwYp.OoN.Comnasloniq TNS*ACwdK6M1*6<si*M eoolon"aftem ors1107 Am(617)U am .w�raar mn RMJMS 16M.00 0 2' 4• 8' 4 t a 'f, W 4y111 0= 0 O O ■ ■ M > 4 P ■ ■ ■ � I I I I e>t p■e "� ■ '•-'.::,.::.I' --------------- ------------'- --- -- '"i"• -1--•. ■ O e- O I I ' 00 - REFER TO BASEMENT : -....-..... !FLOOR PLAN O ON THIS I i i DRAWING FORi'� I --------------- ----.-.- ADDITIONAL SCOPE O..............................- .... ---------.-----.....-----------_• . jI . -.._..... - -.■ -------------------- / i -------•------ -_____ _•_ WORK ----...-.--•--__......-•---- WP ®A 1 - - -; -----------------—--------------•--.........-..................-....-...... - ■ i w■ur•ww■>•■■ww�www>•www��www>•ww�■■www�.■ �■----- Cea+ mammon a- LU f i I j a 1 46 , i I I If NO I— i ° I ; i I FINISHED i i i i FINISHED ' i ! I I BASEMENT BASEMENT i i E j TEL ` cn i Q ON REFER TO BASEMENT I a_i 1 h FLOOR PLAN O ON THIS i i O N DRAWING FOR i i - i O 0 (1) ADDITIONAL SCOPE OF I dh LL. 0 3 KEYED NOTES: WORK i i KITCHEN MAKE AIR i Z UP CONTROL PANEL i- i O STACKED UP PANELS.COORDINATE EXACT LOCATION IN FIELD LU _ V i t i i i O O MP-TEL i WITH FIRE PROTECTION AND PLUMBING CONTRACTOR. Z C Q i MP-CATV Q LU \ • i I i Ai ICIL, Uj V ! ! TP \ i t w Q Q i ! ! vVi O i i i ? ti�l • � I . � I I i ! I I ------------------- ---------------------- . I __ i ' -..._....._.. i i i - O -- 1 i I j ' CL- — �........-----..... i i I , i ....................... i ! I _._...... STA I Z i j I ^ 1 i � i i i I • � i i ! N i t I O O = o i i UNEXCAVATED O I i i I'•, - � i CO I I I i ISO I I I 1 I _ i i i t i (D N W r� I I I I � ! i I I I i i .................................... l i lJ N EXCAVATED I I1 _j i II iI .. I; ! i O i 1. _..-.-. ...............................................................................---------'...................... --- ------- - ---------.-•-•---_----•-•-•------------•----------•---------- I I I 1 1 i I I I : I II 1: :.............__..._...........-._..-_....-... j I:....__..-........._.._....._..._._-_.......__.: 1 I.....: I 1.....i ' I I I I I I I 1 j 1 i I I I I I I I I I ' I I i BASEMENT FLOOR PLAN W/ WALKOUT 2 FINISHED BASEMENT FLOOR PLAN (D SCALE.1/4'=I'-0' SCALE:1/4=I-0 • R.W.Sullivan Engineering a WIWEroe■■1-.Code.0onori'1*1 TW SMeelB C",5XMmbSL Sui@ M G 8mb%mmwdwft0 1Q7 Prom(8t1(St3m r.�mvtmmm MX)B• imam 0 2' 81 1/4'=I'-0' u e a Z z V O ~y~ a0[ �O Ot p� 0 —_ C a U �d r.Z a at U a SECOND FLOOR PROVIDE TERMINAL SERVICE BOXES ON QNI EXTERIOR OF BUILDING ®` PER SERVICE PROVIDER REQUIRMENTS. CAN T& GROUNO LLdLLUj f �+ #BAWG,#6GROUND IN 3/4"C MEDIA MEDIA PANEL PANEL "MP-TEL" "MP-CAN BOND TO ELECTRICAL ®� SERVICE GROUND WITH O #6AWG GROUND LU N BASEMENT LEVEL 06� CV TO TELEPHONE AND 1"UNDERGROUND CONDUIT Z CATV HANDHOLES. WITH(1)RG-6 CABLES LU O H ~ N CL L 1"UNDERGROUND CONDUIT J WITH(2)CAT5E CABLES Z U � w BUILDING"A"TELECOMMUNICATION RISER DIAGRAM � O a) N.T.S o U p Z 0 rL-iU v LU LU W W w Q Q ROOF FLOOR 0 UNIT TYPE"A'METER SOCKET SEE NOTE 01 METER CENTERS FOR UNIT'C1 AND'C2" f WEATHERPROOF TENANT Z METERING/BREAKER CENTER LOCATED ON EXTERIOR OF UNIT'CY.REFER TO"C2" N DRAWING PACKAGE. SECOND FLOOR 0 400A-2P MAIN SERVICE --- ---- O BREAKER SECTION (D n^n L MJ no m I Z N -4 c: 0"0110 GROUND IN 1 C GROUND LEl L 216DOKCMIL&1#3 GROUND J IN 31/2'C TO UTILITY TRANSFORMER PAD O SEE CIVIL PLANS UNIT A PANEL "TP" SEE NOTES#2 (TYPICAL FOR ALL UNITS) 243/0,&1-MIN 2"C � NOTES: R.W.Sullivan Engineering W IFP r .CA.oomimb nrso dc"53wnsLsmm a 1. ALL TENANT MODULAR METERING STACKS SHALL BE 1¢,3W METERING ON 120/24OV,3(p,4W ����� CN SYSTEM.200A,120MV,140W METER AND 200A AMP-2P BREAKER DEVICE 65K A.I.C.(TYPICAL) Ron I817)wmw AFRWSJOBS 160168M BUILDING"A"POWER RISER DIAGRAM PROVIDE NEW LOAD CENTER FEEDERS AS NOTED.THE TYPICAL TENANT PANEL BOARD SHALL BE A M.L.O. ELECTRICAL CONTRACTOR SHALL I 2' 4' 8' N.T.S PROVIDE THE FOLLOWING CIRCUIT BREAKERS AS SHOWN ON PANEL SCHEDULES. v e R REMARKS TO PANEL BOARD TYPE SCHEDULES UNIT A PANEL BOARD: 3 BED/4 BATH/DEN REMARK O PROVIDE COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTION PROTECTION INTEGRAL WITH THE BRANCH CIRCUIT BREAKER LOAD CENTER CIRCUITRY SCHEDULE 2O COORDINATE FINAL CIRCUIT BREAKER SELECTION WITH MECHANICAL DRAWINGS. OINTENT IS TO ALTERNATE THE BRANCH CIRCUIT CONNECTION TO RECEPTACLES ALONG THE ROOMS CIRCUIT CONNECTED LOAD DESCROMON SYMBOL ON DRAWING BREAKER REMARKS PERIMETER,SO THAT EVERY OTHER RECEPTACLE IS ON THE SAME BRANCH CIRCUIT OR ADJACENT SIZE RECEPTACLES ARE NOT ON THE SAME BRANCH CIRCUIT. O INTENT IS TO ALTERNATE THE BRANCH CIRCUIT CONNECTION TO RECEPTACLES ALONG THE KITCHEN =z W m E COUNTERTOPS AND KITCHEN ISLAND COUNTER. QeRU 2OA-1 P 1 DEDICATED REFRIGERATOR RECEPTACLE i f A.F.C.1/ 00 y 0 q 50 GENERAL AREA RECEPTACLES ARE RECEPTACLES ALONG CORRIDORS AND ENTRY AREAS. G.F.C.I o W u a'& L. ag o IM 0 p� Q GENERAL AREA LIGHTING ARE ALL LIGHTING FIXTURES WITHIN THE UNIT(AND EXTERIOR DOOR LIGHT FOR O _ E a THREE BEDROOM UNITS)EXCEPT IN BEDROOMS PROPER. 2 DEDICATED DISHWASHER 20A-1 P 0 0 V = 'a DYV A.F.C.I 0 O COORDINATE EXACT LOCATION OF RECEPTACLE TO BE INSTALLED INSIDE MEDIA PANEL WITH THE UTILITIES ^Z v PRIOR TO INSTALLATION. � 3 EXHAUST HOOD J D 2OA-1 p 0 O COORDINATE EXACT LOCATION WITH ARCHITECT.RECEPTACLE LOCATION SHALL BE ACCESSIBLE AND A.F.C.1 PER CODE. KITCHEN COUNTERTOP RECEPTACLES(ALTERNATING 1111C 20A-1P OFIELD COORDINATE EXACT LOCATION OF AC-8 ACCU-UNIT WITH HVAC TRADES PRIOR TO INSTALLATION OF 4 CIRCUITS) qp A.F.C.1 BRANCH CIRCUIT TO"ACCU=UNIT FROM THE UNIT WITH THE SUPPLY AND RETURN LINES FROM F-LOCATED KITCHEN COUNTERTOP RECEPTACLES(ALTERNATING � 20A-1 P IN THE UNIT.PROVIDE PROPER NEMA 3R WEATHER PROOF SAFETY DISCONNECT SWITCH FOR BRANCH C ® V 5 CIRCUIT DISCONNECTING MEANS TO THE EQUIPMENT.LOCATE THE SWITCH WHERE READILY ACCESSIBLE. CIRCUITS) A.F.C.1 PROVIDE ALLOWANCE FOR PEDESTAL MOUNTING OF DISCONNECT SWITCH.COORDINATE ACCU TYPE AND DEDICATED BATHROOM GFCI RECEPTACLE MOCP RATING WITH MECHANICAL DRAWINGS. 6 C 20A-IP (BASEMENT) � A.F.C.1 � /� RECEPTACLE FOR REFRIGERATOR SHALL BE MOUNTED AT 42"AFF.REFER TO ARCHITECTURAL DETAIL FOR DEDICATED BATHROOM GFCI RECEPTACLE(I ST C 20A-1 P ,` `S • t0 ADDITIONAL INFORMATION. 7 FLOOR) qp A.F.C.1 Ot t RECEPTACLE FOR MICROWAVE OR EXHAUST HOOD SHALL BE MOUNTED IN THE CABINET LOCATED ABOVE 8 MEDIA PANELS RECEPTACLE CIRCUIT O �O 2DA-1 P THE RANGE.REFER TO ARCHITECTURAL DETAIL FOR ADDITIONAL INFORMATION. W-CAW NP-7w A.F.C.1 t j1 e t2 CONNECT LOCAL 120 SMOKE ALARMS AND CARBON MONOXIDE DETECTORS AHEAD OF ANY SWITCHES OR 9 LIVING✓DINING✓COMMON AREA/ENTRY RECEPTACLE 2DA-I P CIRCUIT(ALTERNATING CIRCUITS)(1ST FLOOR) A.F.C.1 ® ® ® Uj (CONSTANT ON). �- 10 LIVING/DININGJCOMMON AREA/ENTRY RECEPTACLE 2OA-1 P 0 ® 0 1 t8 RECEPTACLE FOR DISHWASHER SHALL BE MOUNTED IN THE SINK BASE CABINET LOCATED NEXT TO DISHWASHER.REFER TO ARCHITECTURAL DETAIL FOR ADDITIONAL INFORMATION. CIRCUIT(ALTERNATING CIRCUITS)(1ST FLOOR) A.F.C.1 11 GENERAL AREA LIGHTING,BATHROOM EXHAUST, 2OA-1 P 0 0 0 0 8ALTERNATIVE TO THE DUAL A.F.C.1/G.F.C.I IS TO PROVIDE A.F.C.1 CIRCUIT BREAKER WITH DOWNSTREAM SMOKEICO ALARM CIRCUIT(1ST FLOOR)(GARAGE) A.F.C.I ^�! BLANK FACE G.F.C.1 OUTLET TO PROTECT REFRIGERATOR RECEPTACLE. 20A-1 p ®a COORDINATE EXACT LOCATION WITH ARCHITECT.PROVIDE REMOTE WALL SWITCH FOR EXHAUST HOOD FAN, 12 DEDICATED LAUNDRY RECEPTACLE (P�W A.F.C.11 0 ® 0 0 ®� 15 LOCATE PER ARCHITECTS DIRECTION.(HC UNIT ONLY) GFCI O 78 LOCATIONS WHERE WASHER AND DRYER DUPLEX RECEPTACLE(NOT READILY ACCESSIBLE).PROVIDE A 13 SPARE 20A-1 P O GROUND FAULT CIRCUIT INTERRUPTER BLANK FACE TYPE,TO PROTECT DOWNSTREAM CLOTHES WASHER A.F.C.1 DUPLEX RECEPTACLE WALL MOUNT AT 48-AFF,LABEL-FOR CLOTHES WASHER RECEPTACLE GFCI R 20A-1 P PROTECTION'ON FACE PLATE. 14 GAS RANGE 9Gp A.F.C.I/GFCILLJ ® N t7 PROVIDE CIRCUIT BREAKER WITH BRANCH CIRCUIT WIRING TO LOCATIONS OF FUTURE DUCT HEATER. D 20A-1 P J CV BRANCH CIRCUIT WIRING SHALL BE COILED IN JUNCTION BOX FOR FUTURE EXTENSION TO DUCT HEATER. IS GAS DRYER �(Fp A.F.C.I/GFCI® ® ® M PROVIDE AND EMPTY 3/4'CONDUIT WITH PULL STRING FROM FUTURE DUCT HEATER LOCATION TO KITCHEN Q N MAKE UP AIR CONTROL PANEL FOR PULLING FUTURE CONTROL WRING. 16,18 DEDICATED HOT WATER HEATER HWH-1 CIRCUIT H1'M 30A-2P 0 = CV to FIELD COORDINATE EXACT LOCATION WITH HVAC CONTRACTOR. i 17 DEDICATED AIR HANDLING UNIT AC AC F CP O ® N 0 t9 GAS FIRE PLACE SHALL BE CONNECTED TO GENERAL RECEPTACLE BRANCH CIRCUIT SERVING THE ROOM. J -Q 19,21 ON GRADED OUTDOOR CONDENSER UNIT(LOCATED q t (1) 4OA-2P m ® Q LU E t 4 _ U Z 20 DEDICATED BEDROOM RECEPTACLE CIRCUIT II A.F.C.1 .F C P 0 0:: O (1) Z Z 0 22 DEDICATED BEDROOM RECEPTACLE CIRCUIT 20A-1 P 0 0 U DWELLING UNIT BRANCH GENERAL NOTES TO PANEL BOARD TYPE SCHEDULES A.F.C.1 J LU w CIRCUIT WIRING SCHEDULE 23 DEDICATED BEDROOM RECEPTACLE CIRCUIT 2°A-I P 0 U < 1. REFER TO BRANCH CIRCUIT SCHEDULE ON THIS SHEET FOR CONDUCTOR AND CONDUIT INFORMATION A.F.C.1 W < Q BASED ON BREAKER SIZE. 2DA_ p H p 2. REFER TO MECHANICAL DRAWINGS FOR FINAL LOCATIONS OF ALL REMOTE CONDENSING UNITS SERVING 24 DEDICATED BATHROOM GFCI(2ND FLOOR) �C CP 0 BRANCH CIRCUIT CONDUCTORS EACH UNIT. 25 DEDICATED BATHROOM GFCI(2ND FLOOR MASTER C 2OA-1 P 3. REFER TO ARCHITECTURAL ELEVATIONS FOR COORDINATION OF WALL MOUNTED DEVICES AND FIXTURE BEDROOM) A.F.C.1 0 BREAKER (COPPER) LOCATIONS. 20A-1P 4. COORDINATE EXACT NEMA RATING OF ALL WIRING DEVICES PRIOR TO SUBMITTALS. 26 GENERAL AREA RECEPTACLE CIRCUIT(BASEMENT) A.F.C.1 0 120 VOLT 10,2W CIRCUITS 5 MECHANICAL PLUMBING LOCA TI N OF ALL MECHANICAL PROTECTION EQUIPMEN T ING DRAWINGS.AND E PROTECTION EQUIPMENT WITH 27 GENERAL AREA RECEPTACLE CIRCUIT(BASEMENT) ® qp 2DF-1 P 0 ® O 11 �+ I SA-1 P 2#12 81#12G 6. PROVIDE CIRCUIT BREAKERS WITH LOCK-OUT CAPABILITIES FOR CIRCUIT BREAKERS WHICH SERVE FIRE 28 BASEMENT AND UTILITY ROOM RECEPTACLES 2DA-1 p 0 tG5 ALARM.RANGE,8 KITCHEN HOOD. A.F.C.1 ^^`` 20A-1 P 2#12 81012G 7. IN ALL DWELLING UNITS,ISA AND 20A 120VOLT RECEPTACLES SHALL BE UL LISTED AS TAMPER GENERAL AREA LIGHTING(BASEMENT AND UTILITY 2DA-1 P 000 W RESISTANT TYPE IN ALL LOCATIONS AS REQUIRED PER ARTICLES 210.52 AND 406.12 OF THE 2014 29 ROOM) A.F.C.1 Z NATIONAL ELECTRICAL CODE. 30A-I P 2010 81#10G. 8.THROUGH-THE-WALL OUTLET BOXES SHALL NOT BE PERMITTED.OUTLET BOXES SHALL NOT BE INSTALLED K T 30 GENERAL AREA RECEPTACLE CIRCUIT(2ND FLOOR) I� 2OA-1 P 0 N LO BACK-TO-BACK(EVEN IF ASSOCIATED WITH DIFFERENT SYSTEMS)BUT SHALL BE STAGGERED ON A.F.C.1 208 VOLT 10,2W CIRCUITS OPPOSITE SIDES OF PARTITIONS A MINIMUM OF 12'ON CENTER OR MINIMUM 24'FOR FIRE-RATED WALLS. 20A-1 P 31 GENERAL AREA LIGHTING(2ND FLOOR) 0 O 9. PANEL BOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE TOP CIRCUIT BREAKER OPERATING G.F.C.I I5A-2P 2#12 81#12G. HANDLE TO THE FLOOR SHALL NOT EXCEED W-O"AS REQUIRED FOR HANDICAP CODE ACCESS(TYPICAL). 32 DEDICATED MICROWAVE 10.DISCONNECTING MEANS SHALL BE ARRANGED SO THAT IT IS READILY ACCESSIBLE AND INTUITIVE. mw 20 .1 0 G.F. C.I � 2OA-2P 2012 8 1#12G. 11.RUN BRANCH CIRCUIT WIRING IN CONDUIT WHERE REQUIRED PER CODE. > LO 33,35 WALL HEATER q 20A-2P 0 ® � Z w N 25A-2P 2010 81#10G. 34.36 FUTURE ELECTRIC DUCT HEATER ADA t 6OA-2P ® ^; N 30A-2P 2010 8 1010G. � W� 37 DEDICATED GARAGE RECEPTACLES qp 20A-1 p 0 r-- 4OA-2P 2#8 81#8G. A.F.C.1 VOLT 1 3W CIRCUITS ITS 3e ATTIC LIGHTING AND POWER � � �F A.F.C.1 0 ^` 208 �, � 2oA-1P 0 N 15A-2P+ 301281012G. 39 SUMP PUMP t A.F.C.1 O 40 DEDICATED DEN RECEPTACLE(SECOND FLOOR) 20A-1 P 0 w 2OA-2P+ 3012 81#12G. A.F.C.1 41 MAKE UP AIR CONTROL PANEL ��J"V 2OA-1P 0 25A-2P+ 3010 81#10G. 42 SPARE 20A-1P 0 5 `o 3OA-2P+ 3010 81 010G. A.F.C.1 40A-2P+ 3#8 8 I#8G. (D R.W.Sullivan Engineering p WIFPrgl mwrekc w,om*SL&mm a cn e ort�na� Proir(Bt�srilt� .,r.,vnawnmm 0 2' 0 e FINISHED MOUNT SWITCHES AND SIMILAR CEILING CONTROL FOR LIGHTING SO THAT TOP (VARIES) _ ___ _ __ OF ELECTRICAL OUTLET BOX IS 48'AFF. TMOUNT WALL PHONE TOP OF ELECTRICAL OUTLET BOX 46"AFF. PRIMARY DUCTBANK I I I I RECEPTACLE,REFER TO SYMBOL II U-0, ---' - ---' - LIST FOR SPECIFICATION PROVIDE CONCRETE PAD. TOP OF FIRE ALAR r T r CONSTRUCTION OF CONCRETE PAD PULL STATION AT I I I TELE/DATA OUTLET.FACEPLATE SHALL BE PER UTILITY COMPANY 4r AFF I I TO MATCH RECEPTACLES UNLESS SPECIFICATIONS. 64r ' OTHERWISE NOTED. __ E PROVIDE GROUNDING PER (MI -- ---- --- - + y s9 m u UTILITY COMPANY ,A a' c o& SPECIFICATIONS II I I I I NOTES: W tJ / 1. ALL MOUNTING HEIGHTS SHALL BE C"' o ra o ( NY) ( MEASURED FROM FINISHED FLOOR TO O TRANSFORMER BY UTILITY COMPANY) = a ABOVE I CENTERLINE OF DEVICE EXCEPT FIRE V =COUNTER , ALARM VISUAL DEVICES.4'-0' PROVIDE SECONDARY DUCTBANK SERVICE ENTRANCE EQUIPMENT DEVICE SEE\ _� __ � Z v ^0 0 0 2. DEVICES SHALL BE INSTALLED ON A w v AND CONDUCTORS AS INDICATED ON (DISCONNECT SWITCH,CIRCUIT NOTE 4 \ COMMON VERTICAL CENTERLINE RISER DIAGRAM.(DO NOT PROVIDE A BREAKER,PANELBOARD, WHEREVER POSSIBLE. GROUNDING CONDUCTOR FROM PAD SWITCHBOARD) C I 3. ALL DEVICES SHALL BE INSTALLED AT MOUNT TRANSFORMER TO BUILDING O MOUNTING HEIGHTS AS INDICATED ON SERVICE ENTRANCE EQUIPMENT) DISTRIBUTION O I I I THIS DETAIL UNLESS OTHERWISE NOTED CIRCUIT BREAKERS 4. MOUNTING THE TOP OF DEVICE COVER PLATE SHALL NOT BE HIGHER THAN 44' OR SWITCH/FUSES BACKSPLASH / I 11' "d `O 1010 AFF IN ALL ABOVE COUNTER LOCATIONS COORDINATE HEIGHT OF BACK SPLASH SERVICE MAIN CIRCUIT WITH THE ARCHITECT. BREAKER OR Cs� SWITCWFUSE PHASE BUS I I I I 5. ALL WALL RECEPTACLES AND TELE/DATA OUTLETS SHALL BE LOCATED NO LESS THAN 118" GROUNDED CONDUCTOR \, I FINISHEDIFLOOR INTERIOR CORNERSALLYAWAY FROM (NEUTRAL)FROM PAD MOUNT TRANSFORMER N GLjj NEUTRAL BUS BONDING JUMPER TYPICAL MOUNTING HEIGHTS NTS FROM GROUND BUS TO ENCLOSURE GROUND BUS � • I BONDING JUMPER VVAA FROM NEUTRAL BUS TO GROUND BUS 4m PROVIDE ENGRAVED ON NAMEPLATE GROUNDING ELECTRODE TO LINE:PANEL BUILDING WATER SERVICE PIPE H41A-1,3,5(20A-3P) WITH JUMPER AT WATER METER LOAD:EF-1 VIA VFDCN J Q } N GROUNDING ELECTRODE TO GROUND GRID,GROUND Q N LOOP,COUNTERPOISE OR 10'-0"GROUND ROD < Q � U w E (1) 1"CONDUIT CONCRETE SLAB OFF � z U SLEEVE J z 0 2"CONCRETE w ENCASEMENT 1Tr;, DISCONNECT h Q LU 20'-0"OF#2AWG BARE COPPER WIRE. SWITCH (INSTALLATION SHALL MEET REQUIREMENT sn EARTH OF NEC 250.52(A)(3)) TYPICAL DISCONNECT SWITCH LABEL NTS TYPICAL ELECTRIC SERVICE GROUNDING NTS 0 3 a� z � L0 21"2&1412G IN 3/4"C J � _Q 0 � I I Lo CONNECT TO UTILITY i FS ^` CLOSET GENERAL W N RECEPTACLE BRANCH L2#12&1412GIN3/4rC c CIRCUIT T3 J t�•1$L1,.'Ei7 LEVEL NOTES: N 0 1. FIRE PROTECTION SYSTEM FLOW SWITCH&ELECTRIC BELL FURNISHED AND INSTALLED BY FIRE PROTECTION CONTRACTOR,WIRE BY ELECTRICAL CONTRACTOR. 2. COORDINATE FINAL LOCATIONS IN THE FIELD WITH FIRE PROTECTION CONTRACTOR AND LOCAL AHJ. 4 FIRE PROTECTION SYSTEM FLOW SWITCH&ELECTRIC BELL DIAGRAM NTS CD� g AFR.W.Sullivan Engineering Ns*A�w sus ° gum.Ii�rtluebM12961107 G aioir(817)S23lZn wrfrmvm= ROMS I&MOD 0 2' 4' 8' v e ELECTRICAL SPECIFICATIONS SPECIFIED. 'C'-BLUE,NEUTRAL-GREY,EQUIPMENT GROUND-GREEN. 2.11 SUPPORTS AND FASTENINGS: PART 1•GENERAL 2.02 DISCONNECT SWITCHES: H. INSTALL AND CONNECT UP COMPLETE CONDUCTORS FOR ALL CIRCUITS A. ALL SUPPORTS AND FASTENINGS NECESSARY FOR THE SUPPORT OF A. UNLESS OTHERWISE NOTED,DISCONNECT SWITCHES SHALL BE AND WIRING SYSTEMS ELECTRICAL EQUIPMENT SHALL BE IN ACCORDANCE WITH THE BEST 'QUICK-MAKE,QUICK-BREAK-1.01 GENERAL REQUIREMENTS: HEAVY DUTY TYPE IN NEMA 1 I. NO CONDUCTORS SHALL BE PULLED INTO ANY CONDUIT RUN BEFORE INDUSTRY PRACTICE AND AS SPECIFIED HEREIN. 1.03 SHOP DRAWINGS: ALL CONDUIT JOINTS ARE MADE UP TIGHTLY,AND THE ENTIRE RUN IS B. FURNISH AND INSTALL ALL STEEL SUPPORTING MEMBERS,HANGERS, ACCESSIBLE FOR OPERATION,MAINTENANCE AND REPAIR. PROVIDE ALL FUSES AS REQUIRED.PROVIDE WEATHERPROOF NEMA A. INSTALL ALL NEW WORK A NEAT WORKMANLIKE MANNER READILY A. SUBMIT SHOP DRAWINGS CERTIFIED BY ALL TRADES THAT ENCLOSURES FUSED OR USED AS INDICATED ON THE DRAWINGS. SECURED IN PLACE.WHEN REQUIRED TO EASE THE PULLING OF WIRES BRACKETS OR OTHER SPECIAL DETAILS REQUIRED AND NECESSARY B. CODES,PERMITS AND INSPECTIONS: 3R RATED DISCONNECT SWITCHES WHERE INSTALLED OUTDOORS OR COORDINATION HAS BEEN ESTABLISHED.SUBMIT ALL CERTIFIED INTO CONDUIT,USE POWDERED SOAPSTONE,MINERALLAC#100 OR FOR THE PROPER INSTALLATION OF ELECTRIC EQUIPMENT. 1.ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE EQUIPMENT CUTS WITH CONSTRUCTION WIRING DIAGRAMS.SHOP AS INDICATED ON DRAWINGS. APPROVED EQUAL BY THOMAS AND BETTS. C. SUPPORT LESS THAN 2"TRADE SIZE,VERTICALLY RUN CONDUIT AT NATIONAL ELECTRICAL CODE,APPLICABLE STATE BUILDING DRAWINGS SUBMISSION SHALL INCLUDE,BUT NOT BE LIMITED TO, J. TAG ALL FEEDERS IN ALL PULL BOXES,GUTTER SPACES,AND INTERVALS NO GREATER THAN 8 FEET.SUPPORT SUCH CONDUITS 2" CODE,AND ALL AUTHORITIES HAVING JURISDICTION AND THE FOLLOWING: WIREWAYS THROUGH WHICH THEY PASS. TRADE SIZE OR LARGER,AT INTERVALS NO GREATER THAN THE STORY 1.DISTRIBUTION EQUIPMENT 2.03 CIRCUIT BREAKERS: K TERMINATE STRANDED CONDUCTORS#6 AWG AND LARGER AT HEIGHT,OR 15 FT.WHICHEVER IS SMALLER. APPLICABLE NATIONAL,STATE AND LOCAL CODES,LAWS AND 2.OVERCURRENT PROTECTIVE DEVICES(SWITCHES AND A. FOR PANELBOARD APPLICATIONS,CIRCUIT BREAKERS SHALL BE SWITCHBOARDS,TRANSFORMERS,UPS SYSTEMS WITH COMPRESSION D. WHERE THEY ARE NOT EMBEDDED IN CONCRETE,SUPPORT LESS THAN =z E REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF am 13 o BREAKERS). BOLTED TO THE PANELBOARD BUS BARS.WHERE CIRCUIT BREAKERS TYPE CONNECTORS.AT PANELBOARDS TERMINATE WITH MECHANICAL 1"TRADE SIZE,HORIZONTALLY RUN CONDUITS AT INTERVALS NO .q-0 y THIS WORK SHALL BE INCORPORATED INTO AND MADE A PART OF 3.LIGHTING FIXTURES. ARE INSTALLED IN EXISTING PANELBOARD BREAKERS SHALL BE OF THE LUGS. ( ) GREATER THAN 7 FT.SUPPORT SUCH CONDUITS, TRADE SIZE OR I'y~ a a°' THESE SPECIFICATIONS.FURNISH AND INSTALL UNDERWRITERS 4.WIRING DEVICES. SAME MANUFACTURER AND BE COMPATIBLE WITH EXISTING L. JOIN OR TAP STRANDED CONDUCTORS#6 AWG AND LARGER WITH LARGER,AT INTERVALS NO GREATER THAN 10 FT. "'U .0 LABORATORIES INC.(UL)LABELED DEVICES THROUGHOUT THE °0 "' c o' o 5.FIRE ALARM SYSTEM EQUIPMENT AND WIRING SCHEMATIC. PANELBOARD.FOR STAND ALONE APPLICATIONS,CIRCUIT BREAKERS PRESSURE INDENT TYPE CONNECTORS-BURNDY. E. INCLUDE SUPPORTING FRAMES OR RACKS EXTENDING FROM SLAB TO PROJECT AREA CONTRACTOR IS TO INFORM 6.GROUNDING SYSTEM COMPONENTS. SHALL BE IN A NEMA 1 ENCLOSURE. SLAB FOR WORK INDICATED AS BEING SUPPORTED FROM WALLS O - 'CL i ENGINEER/ARCHITECT OF ANY WORK OR MATERIALS WHICH V = � VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS.ANY 7.CONDUITS,WIRE AND CABLES. B. CIRCUIT BREAKERS SHALL BE"THERMAL MAGNETIC-TYPE,QUICK-MAKE, 2.07 WIRING DEVICES: WHERE THE WALLS ARE INCAPABLE OF SUPPORTING THE WEIGHT. 1 ^Z u WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION B. THE QUANTITY OF SHOP DRAWINGS SHALL AS A MINIMUM BE FOUR QUICK-BREAK WITH NON-WELDING CONTACTS COMPENSATED FOR A. WIRING DEVICES SHALL BE DECORA STYLE SPECIFICATION GRADE F. INCLUDE SUPPORTING FRAMES OR RACKS FOR EQUIPMENT,INTENDED (4)COPIES OF 612'k 11"SUBMISSIONS AND FOUR(4)PRINTS OF ALL AMBIENT TEMPERATURES AND SHALL HAVE A SHORT CIRCUIT RATING UNLESS OTHERWISE NOTED.ALL DEVICES SHALL BE FLUSH MOUNTED FOR VERTICAL SURFACE MOUNTING,WHICH IS REQUIRED IN A FREE SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE BY THIS DRAWINGS.SPECIFIC JOB REQUIREMENTS MAY BE MORE STRINGENT EXCEEDING THE AVAILABLE SHORT CIRCUIT FROM THE SECONDARY UNLESS OTHERWISE NOTED.REFER TO SYMBOL LIST. STANDING POSITION. CONTRACTOR AND AT NO EXPENSE TO THE OWNER. AND CONTRACTOR IS RESPONSIBLE TO OBTAIN REQUIREMENTS SIDE OF THE ELECTRIC UTILITY TRANSFORMER.ALL BIDDERS SHALL B. SINGLE POLE SWITCHES SHALL BE DECORA STYLE,120/277 VOLTS, G. EXCEPT FOR BRANCH CIRCUITRY INSTALL ALL CONDUIT IN HUNG C. SITE VERIFICATION: FROM CONSTRUCTION MANAGER,GENERAL CONTRACTOR OR CONFIRM AVAILABLE SHORT CIRCUIT FROM THE ELECTRIC UTILITY RATED AT 20 AMPERES,QUIET OPERATION TYPE.FINISH OF TOGGLE CEILING SPACE ON ACCEPTABLE HANGERS AND INSERTS.CONDUIT OR 1.PRIOR TO SUBMISSION OF THE BID,THIS CONTRACTOR SHALL ARCHITECT. COMPANY.IF INFORMATION IS UNAVAILABLE ASSUME A MINIMUM SHORT AND DEVICE PLATE AS DIRECTED BY ARCHITECT. METAL CLAD CABLE FOR BRANCH CIRCUITRY SHALL BE SUPPORTED BY �g VISIT THE JOB SITE TO ASCERTAIN THE ACTUAL FIELD CIRCUIT RATING OF 22,000 AMPERES SYMMETRICAL FOR 120/240V LOAD C. THREE WAY SWITCHES SHALL BE DECORA STYLE,120/277 VOLT,20 CLAMPS OR PIPE STRAPS SECURED TO THE CEILING SUPPORT SYSTEM CONDITIONS AS THEY RELATE TO THE WORK AS INDICATED ON CENTERS OR HIGHER WHERE NOTED.THE CIRCUIT BREAKERS SHALL AMPERES. (BLACK IRON),FROM STRUCTURAL MEMBERS OR FROM THE DECK THE DRAWINGS AND DESCRIBED HEREIN.DISCREPANCIES,IF ANY, 1.04 MAINTENANCE MANUALS: ALSO BE UL LISTED ARC FAULT CIRCUIT INTERRUPTER(AFCI) D. STANDARD RECEPTACLES SHALL BE TAMPER PROOF DECORA STYLE, SUPPORT FROM CEILING TEES,CROSS TEES OR SUPPORT WIRES IS ® 0 SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION A. SUBMIT FOUR(4)LOOSE-LEAF BOUND OPERATING AND COMBINATION TYPE PROTECTION OF THE DWELLING UNIT 120VOLT 120 VOLT,20 AMP,2 POLE GROUNDING TYPE.MOUNT WITH GROUND OR PROHIBITED. PRIOR TO SUBMISSION OF HIS BID,AND IF NOT RESOLVED TO MAINTENANCE MANUALS WITH INDEX AND INDEX TABS TO INCLUDE SINGLE PHASE 15 AMPERE AND 20 AMPERE DWELLING BRANCHCIRCUITS NEUTRAL PIN ORIENTED UP. � SATISFACTION,SHALL BE SUBMITTED AS A WRITTEN THE FOLLOWING: AS REQUIRED BY CODE.CIRCUIT BREAKERS FEEDING MECHANICAL E. SWITCH AND RECEPTACLE PLATES SHALL BE PLUMB AND SHALL FIT 2.12 GROUNDING: QUALIFICATION OF THE BID.SUBMISSION OF A BID SHALL BE 1.OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL SYSTEMS EQUIPMENT SHALL BE HACR RATED. FLAT AGAINST THE WALL. A. PROVIDE A GREEN GROUND CONDUCTOR IN ALL CIRCUITS. EVIDENCE OF SITE VERIFICATION HAS BEEN PERFORMED AS 2.MANUFACTURERS'CATALOG CUTS ON ALL EQUIPMENT. DESCRIBED ABOVE. 3.ALL ITEMS SUBMITTED FOR REVIEW IN SHOP DRAWING SECTION. C. CIRCUIT BREAKERS SHALL BE'AFCI"TYPE,QUICK-MAKE,QUICK-BREAK F. MULTIPLE DEVICES AT A COMMON LOCATION SHALL BE INSTALLED IN A B. PROVIDE SUPPLEMENTARY GROUND BONDING WHERE METALLIC r D. CONTRACT DOCUMENTS: WITH NON-WELDING CONTACTS COMPENSATED FOR AMBIENT COMMON MULTIGANG BOX WITH A COMMON FACEPLATE. CONDUITS TERMINATE AT METAL CLAD EQUIPMENT(OR AT THE METALi, 1.PRIOR TO SUBMISSION OF A FORMAL BID,THIS CONTRACTOR 1.05 AS-BUILT DRAWINGS: TEMPERATURES AND SHALL HAVE A MINIMUM SHORT CIRCUIT RATING G. SWITCH AND RECEPTACLE COVER PLATES SHALL BE NYLON MATERIAL. PULL BOX OF EQUIPMENT)FOR WHICH A GROUND BUS IS SPECIFIED. ' SHALL REVIEW ALL DRAWINGS OF THE ENTIRE PROJECT A. CONTRACTOR SHALL MAINTAIN RECORD DRAWING PRINTS ON JOB OF 22,000 AMPERES SYMMETRICAL FOR 120240V LOAD CENTERS OR COLOR BY ARCHITECT. ACCOMPLISH THIS BY EQUIPPING THE CONDUITS WITH A BUSHING OF INCLUDING GENERAL CONSTRUCTION,ARCHITECTURAL, SITE WHERE NOTED. THE GROUNDING TYPE CONNECTED INDIVIDUALLY TO GROUND BUS. 0.E AND RECORD,AT TIME OF OCCURRENCE,DEVIATIONS FROM 2.08 LIGHT FIXTURES: C. ALL GROUND WIRES SHALL BE SUITABLY PROTECTED FROM MECHANICAL,PLUMBING AND SPRINKLER AND HE SHALL NOTIFY CONTRACT DOCUMENTS DUE TO FIELD COORDINATION,BULLETINS, � THE CONSTRUCTION MANAGER OF WORK REQUIRED IN THE BID OR ADDENDA. 2.04 FUSES: A. ALL LIGHT FIXTURE MOUNTING HARDWARE SHALL MATCH AND BE MECHANICAL INJURY. 6090 WHICH IS INDICATED OR IMPLIED IN OTHER SECTIONS OF THE B. CONTRACTOR SHALL REVISE SHOP DRAWINGS TO CONFORM TO A. FUSES SHALL BE CURRENT LIMITING TYPE WITH AN INTERRUPTING COORDINATED WITH THE CEILING SYSTEM TYPE.ALL FIXTURES SHALL 2.13 ACCEPTABLE MANUFACTURERS: WORK RECORD DRAWINGS AND SUBMIT AS-BUILT CONDITION(DEVICES, CAPACITY OF 200,000 RMS AMPERES AND OF THE CONTINUOUS BE EQUIPPED WITH"EARTHQUAKE"CLIPS. DISCONNECT SWITCHES:SQUARE TY.GE,SIEMENS,CUTLER-HAMMER Vcm 2.DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL EQUIPMENT,CIRCUITRY,ETC.)DRAWINGS UPON COMPLETION OF CURRENT RATINGS AS SHOWN ON THE DRAWINGS. B. ALL FIXTURES SHALL BE FREE OF LIGHT LEAKS ABOVE OR BELOW CIRCUIT BREAKERS:SQUARE'D',GE,SIEMENS,CUTLER-HAMMER ARRANGEMENT OF WORK AND APPROXIMATE LOCATION OF THE PROJECT.FINAL SUBMISSION OF AS-BUILT DRAWINGS ARE TO B. THEY SHALL HAVE AVERAGE MELTING TIME-CURRENT CEILING. FUSES:BUSSMAN,GOULD SHAWMUTT ��� EQUIPMENT.REFER TO ARCHITECTURAL DRAWINGS FOR ALL BE SIGNED AND CERTIFIED BY INSTALLING CONTRACTOR THAT THIS CHARACTERISTICS TO MEET THE UNDERWRITERS'LABORATORIES C. ELECTRONIC BALLASTS SHALL BE HIGH-FREQUENCY,FULL OUTPUT RACEWAY:WHEATLAND,TRIANGLE,REPUBLIC ®�• DIMENSIONS AND COORDINATE FINAL LOCATIONS OF SWITCHES IS THE AS-BUILT CONDITION OF THE WORK AS BUILT DRAWINGS REQUIREMENTS FOR"CLASS K"0-600 AMP FUSES AND"CLASS L"OVER TYPE FOR USE WITH 265 MA RAPID START T-8 LAMPS.THEY SHALL WIRE/CABLE:SOUTHWIRE, • 600 AMP FUSES HAVE AN'A'SOUND RATING OR BETTER.ALL ELECTRONIC BALLASTS METAL CLAD CABLE:AFC LIGHT FIXTURES,RECEPTACLES ETC.WORK SHALL BE SHALL BE PRODUCED ON AUTOCAD VERSION 2002 OR LATER. FUSES. COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS. SHALL HAVE LESS THAN 10%TOTAL HARMONIC CURRENT DISTORTION JUNCTION/PULL BOXES:APPLETON ELECTRIC,GROUSE HINDS, I� 2.05 RACEWAYS: (THD).BALLASTS SHALL MEET OR EXCEED FCC REGULATIONS PART 16. 02JGEDNEY FIRE STOP MATERIAL:HILTI,3M(NOTE:MATERIAL MUST BE 3.IF A CONFLICT OCCURS IN THE SPECIFICATIONS AND/OR ON THE 1.06 SUBSTITUTIONS: A. ALL WIRES SHALL BE RUN IN CONDUIT AS SPECIFIED HEREINAFTER, ELECTRONIC BALLASTS FOR 1,2,3,OR 4 LAMP COMBINATIONS AS WELL ACCEPTABLE TO LOCAL AHJ) DRAWINGS THAT HAS NOT BEEN ADDRESSED BEFORE THE BID, A. NO SUBSTITUTE MATERIAL OR MANUFACTURER OF EQUIPMENT AND EACH LENGTH OF CONDUIT SHALL BEAR THE MAKER'S TRADEMARK AS COMPACT FLUORESCENT LAMPS SHALL BE USED AS REQUIRED TO FITTINGS,COUPLINGS, OR THE DOCUMENTS ARE UNCLEAR,THE MORE STRINGENT SHALL BE PERMITTED WITHOUT A FORMAL WRITTEN SUBMITTAL TO OR STAMP.THE PLANS INDICATE THE GENERAL LOCATION OF OUTLET ACCOMMODATE THE FIXTURE DESCRIBED IN THE FIXTURE SCHEDULE. BUSHINGS,CONNECTORS:O.ZJGEDNEY,BURNDY,NEPCO,THOMAS AND SITUATION SHALL APPLY. THE ENGINEER WHICH INCLUDES ALL DIMENSIONAL,PERFORMANCE BOXES AND CIRCUITING.THE CONDUIT RUNS FOR THESE CIRCUITS D. PROVIDE LAMPS SUITABLE FOR LIGHTING FIXTURES IN WHICH THEY BETTS 4.ANY EQUIPMENT,SUPPORTS,PARTS,MATERIALS,ACCESSORIES, AND MATERIAL SPECIFICATIONS.ANY CHANGES IN LAYOUT, MAY BE MODIFIED AT THE TIME OF INSTALLATION TO ADAPT SAME TO ARE USED AND AS INDICATED ON THE DRAWINGS.FLUORESCENT LAMPS:GE,SYLVANIA,PHILLIPS 0 OR LABOR THAT IS NECESSARY FOR PROPER PERFORMANCE OF CV THE ELECTRICAL WORK,ALTHOUGH NOT SPECIFICALLY MECHANICAL CHARACTERISTICS,STRUCTURAL REQUIREMENTS,OR BUILDING CONSTRUCTION. LAMPS SHALL HAVE A MINIMUM CRI INDEX OF 82.INCANDESCENT BALLASTS:MOTOROLA,ESB,UNIVERSAL,LUTRON DESIGN DUE TO THE USE OF A SUBSTITUTION SHALL BE SUBMITTED B. FOR ALL SIZES OF CONDUIT LARGER THAN 1 12",USE STANDARD LAMPS SHALL BE INSIDE FROSTED AND RATED AT 120 VOLTS UNLESS LIGHT SWITCHES:HUBBELL,LUTRON,PASS&SEYMOUR,COOPER N 4- MENTIONED HEREIN OR SHOWN ON THE DRAWINGS,SHALL BE TO THE ENGINEER AS PART OF THIS PROPOSAL.THE CONTRACTOR ELBOW;IN SMALLER SIZES,FIELD BENDS WILL BE PERMITTED INSTEAD OTHERWISE SPECIFIED. WIRING J Z FURNISHED AND INSTALLED AS IF CALLED FOR IN DETAIL TAKES FULL RESPONSIBILITY FOR THE SUBSTITUTION AND ALL OF USING MANUFACTURED ELBOWS BUT CARE MUST BE TAKEN NOT TO E. ALL LIGHT FIXTURES SHALL BE UL LISTED AND LABELED. DEVICES WITHOUT ADDITIONAL COST. CHANGES RESULTING FROM SUBSTITUTION.ALL ITEMS SHALL BE DAMAGE THE CONDUIT.THE RADIUS OF THE INNER CURVE OF ANY RECEPTACLES:HUBBELL,LUTRON,PASS&SEYMOUR,COOPER WIRING Q O N E. GUARANTEE: I" L- SUBMITTED FOR REVIEW IN CONJUNCTION WITH THE SUBMITTAL OF BEND SHALL NOT BE ANY LESS THAN THAT PERMITTED BY CODE. 2.09 FIRE ALARM SYSTEM: DEVICES 1.ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR THE ALTERNATE.ANY SUBSTITUTION MUST BE SUBMITTED WITH AN C. CONDUIT SHALL BE SECURELY FASTENED IN PLACE AND HANGERS, A. THE ELECTRICAL CONTRACTOR SHALL FURNISH NEW FIRE ALARM LOAD CENTERS:SQUARE'D'.GE,SIEMENS,CUTLER-HAMMER -Q A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME EXPLANATION WHY A SUBSTITUTION IS BEING UTILIZED.IF THE SUPPORTS OR FASTENINGS SHALL BE PROVIDED AT EACH ELBOW AND EQUIPMENT AS SHOWN. GROUNDING COMPONENTS:ERICO,BURNDY �U AT WHICH THE ELECTRICAL WORK IS TAKEN OVER AND ACCEPTED SUBSTITUTED ITEM DEVIATES FROM THE SPECIFIED ITEM,THOSE AT EACH END OF EACH STRAIGHT RUN TERMINATED AT A BOX OR B. SMOKE DETECTORS SHALL BE PHOTOELECTRIC TYPE 120VOLT WITH U�_ DEVIATIONS ARE TO BE IDENTIFIED ON A LINE BY LINE BASIS.IF THE CABINET.WHERE RISER CONDUITS PIERCE FLOOR SLABS,THEY SHALL 9VDC BATTERY BACKUP SUITABLE FOR SINGLE AND MULTIPLE STATION lJJ BY THE OWNER,AND IS UNDER CARE,CUSTODY,AND CONTROL SUBSTITUTE IS BEING UTILIZED FOR FINANCIAL REASONS,THE REST ON EACH FLOOR WITH APPROVED BEAM CLAMPS,PIPE STRAPS USE.THEY SHALL BE POWERED FROM A LOCAL 120 VOLT BRANCH PART 3-EXECUTION J U Z (1) OF THE OWNER.ENGAGE THE SERVICES OF VARIOUS ASSOCIATED CREDIT MUST BE SIMULTANEOUSLY SUBMITTED. OR HEAVY IRON TIES WIRED TO THE STRUCTURAL MEMBERS CIRCUIT.DETECTORS SHALL HAVE A BUILT IN TEST SWITCH.THE 3.01 GENERAL: LLI LLI O MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER B. ALL SUBSTITUTED EQUIPMENT SHALL CONFORM TO SPACE SUPPORTING EQUIPMENT.SIZE AND TYPE OF ANCHOR SHALL BE SOUNDER BASES SHALL PRODUCE A TEMPORAL PATTERN SOUND THAT A. ALL CONTROL WIRING ASSOCIATED WITH MECHANICAL EQUIPMENT IS 0- STARTUP AND OPERATION OF ALL SYSTEMS INSTALLED. REQUIREMENTS AND PERFORMANCE REQUIREMENTS SHOWN ON BASED ON THE COMBINED WEIGHTS OF CONDUIT,HANGER AND SHALL MEET THE REQUIREMENTS OF THE STATE AND LOCALE BUILDING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. zQ N Z 0 INSTRUCT THE OWNER'S PERSONNEL IN THE PROPER OPERATION CONTRACT DOCUMENTS.CONTRACTOR SHALL REPLACE ANY CABLES.ALL HANGERS AND RODS SHALL BE PAINTED WITH ONE COAT CODES. B. ALL TELEPHONE AND TELEVISION WIRING AND DEVICES SHALL BE AND SERVICING OF THE EQUIPMENT. EQUIPMENT THAT DOES NOT MEET THESE REQUIREMENTS AT HIS OF ENAMEL. C. IN THE EVENT OF SMOKE DETECTION ALL SMOKE DETECTORS SERVING INSTALLED BY THIS CONTRACTOR AND ARE INCLUDED IN THIS LU 2.THE CONTRACTOR SHALL PROVIDE AS A REQUIREMENT OF THE OWN EXPENSE.ANY MODIFICATIONS TO ASSOCIATED SYSTEMS OR D. INSTALL CONDUIT EXPANSION FITTINGS IN EACH CONDUIT RUN THE PARTICULAR LIVING UNIT SHALL SOUND. CONTRACT. (j di BID SUBMISSION A GUARANTEE TO REPLACE OR REPAIR ADDITIONAL COSTS ATTRIBUTED TO THIS SUBSTITUTION SHALL BE WHEREVER IT CROSSES AN EXPANSION JOINT AND WHEREVER THE D. MULTIPLE SMOKE DETECTORS SERVING THE SAME DWELLING UNIT C. OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE H Q ~ PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES AT THIS CONTRACTOR'S EXPENSE. CONDUIT LENGTH EXCEEDS 200 FEET. SHALL BE INTERCONNECTED IN A MULTISTATION MODE FOR TANDEM RESISTANCE RATED WALLS,PARTITIONS,FLOORS,OR CEILINGS SHALL p vVi p INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN C. CONTRACTOR SHALL SUBMIT BID BASED ON SPECIFIED ITEMS AND E LAY OUT AND INSTALL ALL CONDUIT RUNS TO AVOID PROXIMITY TO ALARM SO THAT ALL ALARMS ARE INITIATED WHEN ANY DWELLING BE FIRE STOPPED USING APPROVED METHODS. DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD.THHISIS WORK SHALL SUPPLY AS AN ALTERNATE PRICE ANY SUBSTITUTIONS. STEAM AND HOT WATER PIPES.DO NOT RUN CONDUIT WITHIN THREE SMOKE DETECTOR IS IN ALARM MODE. D. PROVIDE DANGER LABELING AT ALL EQUIPMENT AND JUNCTION/PULL SHALL BE DONE AS DIRECTED BY THE OWNER.THIS GUARANTEE INCHES OF SUCH PIPES EXCEPT WHERE CROSSINGS ARE E. CARBON MONOXIDE DETECTORS SHALL BE ELECTROMECHANICAL FUEL BOXES PER CODE. SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR,THE UNAVOIDABLE,THEN THE CONDUIT SHALL BE KEPT AT LEAST 1 INCH CELL TYPE 120VOLT WITH 9VDC BATTERY BACKUP SUITABLE FOR E. ALL LOAD CENTERS COVERS SHALL BE REPLACED AT THE COMPLETION CONTRACTOR WILL ASSUME RESPONSIBILITY AND PAY FOR ALL FROM THE COVERING OF THE PIPE CROSSING. SINGLE AND MULTIPLE STATION USE.THEY SHALL BE POWERED FROM A OF EACH DAYS WORK EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF PART 2-PRODUCTS/APPLICATION F. UNLESS OTHERWISE INDICATED OR SPECIFIED,ALL WIRING SHALL BE LOCAL 120 VOLT BRANCH CIRCUIT.DETECTORS SHALL HAVE A BUILT IN F. MAINTAIN GROUND CONTINUITY THROUGHOUT ALL SYSTEMS. OTHER TRADES AFFECTED BY DEFECTS,REPAIRS OR INSTALLED CONCEALED IN CEILINGS,WALLS,SLABS,PIPE CHASES,AND TEST SWITCH.THE SOUNDER BASES SHALL PRODUCE A TEMPORAL G. FURNISH AND INSTALL WIRING FOR ADEQUATE LIGHT AND SMALL L_ REPLACEMENTS IN EQUIPMENT SUPPLIED THIS CONTRACTOR. 2.01 PANELBOARDS: FURRED SPACES WHENEVER POSSIBLE. PATTERN SOUND THAT SHALL MEET THE REQUIREMENTS OF THE STATE TOOLS POWER FOR THE PROJECT.THIS SHALL INCLUDE STRINGERS, O 3.THIS CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND A. .PANELBOARD BOX SHALL BE MADE OF SHEET STEEL"BENT-UP"OR G. FEEDERS AND BRANCH CIRCUITRY ABOVE HUNG CEILING AND IN AND LOCALE BUILDING CODES.DETECTORS SHALL BE UL 2034 LISTED LAMPS,OUTLETS,BREAKERS,AND FUSING,AS IS NECESSARY. OPERATION OF ALL SYSTEMS UNTIL THE FINAL ACCEPTANCE OF RIVETED OR BOLTED TOGETHER WITH EXTERIOR ANGLE IRON FRAME. PARTITIONS SHALL BE RUN IN ELECTRICAL METALLIC TUBING(EMT) AND INSTALLED PER MANUFACTURE'S INSTRUCTION. H. MOUNTING HEIGHTS:DISCONNECT SWITCHES OR ENCLOSED CB'S:V-W THE WORK. BOX SHALL BE OF SUFFICIENT SIZE TO ALLOW A GUTTER AT LEAST UNLESS OTHERWISE NOTED.FINAL CONNECTIONS TO MOTORS,LIGHT F. IN THE EVENT OF CARBON MONOXIDE DETECTION ALL DETECTORS TO HANDLE.PANELBOARDS:V-S'TO MCB OR TOP CIRCUIT BREAKER(IF F. DEFINITIONS: 5-/4"IN WIDTH ENTIRELY SURROUNDING EACH SECTION OF BOARD. FIXTURES,ETC.MAY BE DONE WITH FLEXIBLE METALLIC CONDUIT(NO SERVING THE PARTICULAR LIVING UNIT SHALL SOUND. NO MCB)TRANSFORMERS:(WHERE HUNG)-AS CLOSE AS POSSIBLE TO 1."ELECTRICAL CONTRACTOR","THIS CONTRACTOR"-THE PARTY OR INCREASE GUTTER SIZE TO ACCOMMODATE FEEDER SIZE. LONGER THAN SIX FEET). G. MULTIPLE CARBON MONOXIDE DETECTORS SERVING THE SAME SLAB ABOVE BUT NO LESS THAN MANUFACTURERS CLEARANCE A� PARTIES HAVE BEEN DULY AWARDED THE CONTRACT FOR AND PANELBOARDS SHALL BE SURFACE OR FLUSH TYPE AS NOTED ON THE H. ALL CONDUIT IN MECHANICAL ROOMS,ELECTRICAL CLOSETS SHALL BE DWELLING UNIT SHALL BE INTERCONNECTED IN A MULTISTATION MODE REQUIREMENTS. VJ ARE THEREBY MADE RESPONSIBLE FOR THE ELECTRICAL WORK DRAWINGS.PANEL BOX AND COVER SHALL BE GIVEN TWO COATS OF EMT AND WHERE CONCEALED IN CONCRETE SHALL BE RIGID THREADED FOR TANDEM ALARM SO THAT ALL ALARMS ARE INITIATED WHEN ANY I. PROVIDE SEISMIC RESTRAINTS FOR ALL EQUIPMENT,INCLUDING ALL Z AS DESCRIBED HEREIN. GRAY ENAMEL PAINT. REGARDLESS OF SIZE. DWELLING CARBON MONOXIDE DETECTOR IS IN ALARM MODE. STRUCTURAL STEEL MEMBERS,INSERTS,ANCHORS,WIRES AND THE 2."THIS CONTRACT,"THE CONTRACT"•THE AGREEMENT COVERING • B. PROVIDE CODE GAUGE STEEL DOORS FOR ALL PANELBOARD BOXES. I. ELECTRIC METALLIC TUBING SHALL BE INDUSTRY STANDARD THIN WALL REQUIRED ASSEMBLY THEREOF.ALL SEISMIC RESTRAINTS SHALL BELo THE WORK TO BE PERFORMED BY"THIS CONTRACTOR". FRONT COVER SHALL BE A"DOOR WITHIN A DOOR"TYPE.THE OUTER CONDUIT,EMT SHALL BE HOT DIPPED GALVANIZED STEEL ONLY.IT DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL 3."APPROVED",'EQUAL",'SATISFACTORY","ACCEPTED", DOOR(TRIM)SHALL ALLOW ACCESS TO ENTIRE PANELBOARD BOX SHALL NOT BE LESS THAN 3/4"TRADE SIZE UNLESS OTHERWISE NOTED 2.10 PULLBOXES,JUNCTION BOXES AND OUTLET BOXES: CODES AND ORDINANCES HAVING JURISDICTION. O 'ACCEPTABLE-,"EQUIVALENT-ACCEPTABLE FOR USE ON THE INCLUDING GUTTER SPACES.OUTER DOOR(TRIM)SHALL BE ATTACHED IT SHALL BE USED FOR TRADE SIZE UP TO 4"UNLESS OTHERWISE A. PULLBOXES,JUNCTION BOXES AND OUTLET BOXES SHALL BE J. PROVIDE LABELING AT EACH OUTLET,DISCONNECT SWITCH,AND HARD PROJECT,AS DETERMINED BY THE ENGINEER BASED ON DIRECTLY TO BOX BY A FULL LENGTH PIANO HINGE.THE INNER DOOR NOTED. MANUFACTURED FROM GALVANIZED INDUSTRY STANDARD GAUGE WIRED EQUIPMENT INDICATING PANEL NUMBER AND CIRCUIT NUMBER. I- r-- DOCUMENTS PRESENTED FOR SUCH DETERMINATION. SHALL ALLOW ACCESS TO CIRCUIT BREAKERS ONLY.PROVIDE LOCK J. FLEXIBLE METALLIC CONDUIT SHALL BE OF THE GROUNDING TYPE.IT SHEET STEEL. USE"BROTHER P-TOUCH"OR SIMILAR. 1 4."THESE SPECIFICATIONS',"THIS SECTION,PART,DIVISION"(OF THE AND KEY FOR INNER DOOR. SHALL CONSIST OF GALVANIZED STEEL TAPE FORMED INTO AN B. PROVIDE PULL BOXES AND JUNCTION BOXES IN LONG STRAIGHT RUNS SPECIFICATION)-THE DOCUMENT SPECIFYING THE WORK TO BE C. PANEL BUS BARS SHALL BE COPPER PROPORTIONED FOR A CURRENT INDUSTRY STANDARD INTERLOCKING COIL.IT SHALL NOT BE LESS OF RACEWAY TO ASSURE THAT CABLES ARE NOT DAMAGED WHEN PERFORMED BY"THIS CONTRACTOR". DENSITY OF 1000 AMPERES PER SQUARE INCH OF CROSS-SECTIONAL THAN 3/4"TRADE SIZE UNLESS OTHERWISE NOTED. THEY ARE PULLED,TO FULFILL REQUIREMENTS AS TO THE NUMBER OF Lo S."THE ELECTRICAL WORK".-THIS WORK'.-ALL LABOR MATERIALS AREA PROVIDE A COPPER GROUND BAR IN EACH PANEL.PROVIDE AN K RIGID METAL CONDUIT SHALL BE INDUSTRY STANDARD STEEL CONDUIT. BENDS PERMITTED IN RACEWAY BETWEEN CABLE ACCESS POINTS,THE EQUIPMENT,APPARATUS,CONTROLS,ACCESSORIES,AND OTHER ISOLATED GROUND BAR IN PANELS AS INDICATED ON PANEL IT SHALL NOT BE LESS THAN 3/4"TRADE SIZE UNLESS OTHERWISE ACCESSIBILITY OF CABLE JOINTS AND SPLICES,AND THE APPLICATION ITEMS REQUIRED FOR A PROPER AND COMPLETE INSTALLATION SCHEDULES. NOTED.RIGID METAL CONDUIT SHALL BE HOT DIPPED GALVANIZED IT OF CABLE SUPPORTS. BY THE ELECTRICAL CONTRACTOR. D. A TYPEWRITTEN LIST OF CIRCUITS SHOWING CLEARLY THE LOADS SHALL NOT BE USED FOR TRADE SIZE GREATER THAN 4"UNLESS C. PULLBOXES AND JUNCTION BOXES SHALL BE SIZED SO THAT THE ^^`` 6."ARCHITECT,"ENGINEER',"OWNERS REPRESENTATIVE"-THE SUPPLIED BY EACH CIRCUIT SHALL BE INSTALLED ON THE INSIDE OF OTHERWISE NOTED. MINIMUM BENDING RADIUS CRITERIA SPECIFIED FOR THE WIRES AND W N PARTY OR PARTIES RESPONSIBLE FOR INTERPRETING, EACH PANELBOARD DOOR.THIS LIST SHALL BE MOUNTED IN A STEEL L THREADED FITTINGS SHALL BE USED WITH RIGID CONDUIT. CABLE ARE MAINTAINED. ACCEPTING AND OTHERWISE RULING ON THE PERFORMANCE FRAME UNDER A PLASTIC WINDOW.EACH PANEL SHALL BE COMPRESSION FITTINGS SHALL BE USED WITH EMT UP TO 1 1/2"AND D. SWITCH RECEPTACLE AND WALL OUTLET BOXES SHALL BE A NOMINAL 4 nn UNDER THIS CONTRACT. EXTERNALLY TAGGED WITH PERMANENT LAMACOID PLATE INDICATING SET SCREW 2"AND LARGER.. INCH SQUARE,1 12 INCH OR 21/8 INCH DEEP AS REQUIRED BY CODE J 7."FURNISH"-PURCHASE AND DELIVER TO THE PROJECT SITE PANEL IDENTIFICATION AND VOLTAGE. M EMPTY CONDUIT FOR NEW COMMUNICATION AND DATA OUTLETS IN WITH A RAISED COVER,UNLESS OTHERWISE INDICATED ON THE COMPLETE WITH EVERY NECESSARY APPURTENANCE AND E. PHASE LEGS OF ALL PANELS SHALL BE BALANCED AT SUPPLY POINT. PARTITIONS SHALL BE 1"THIN WALL RUN CONCEALED IN WALLS, DRAWING.PROVIDE 3/8 INCH FIXTURE STUD AS REQUIRED.GANGED SUPPORT,ALL AS PART OF THE ELECTRICAL WORK ANY PANEL FOUND WITH UNBALANCED LOADS SHALL HAVE ITS TERMINATED AND BUSHED 6"INTO ACCESSIBLE HUNG CEILING AND OUTLET BOXES SHALL BE SUFFICIENT LENGTH TO SUIT CONDITIONS. (D 8."INSTALL"•UNLOAD AT THE DELIVERY POINT AT THE SITE AND O PERFORM EVERY OPERATION NECESSARY TO ESTABLISH SECURE OPERATION IS THE CIRCUITS RE-ARRANGED AS REQUIRED TO BALANCE PHASE LEGS DIRECTED TOWARDS PARTICULAR COMMUNICATION/DATA ROOM OR E. LIGHTING FIXTURE BOXES SHALL BE 4 INCH OCTAGON WITH 3/8 INCH Ln MOUNTING INSTALLATION AND CORRECT WITHIN 10%. CLOSET. ELECTRIFIED FURNITURE SHALL RECEIVE 1 1/4"CONDUIT. FIXTURE STUD.FOR SUSPENDED CEILING WORK PROVIDE A 4 INCH PROPER LOCATION IN THE PROJECT,ALL PART OF THE PROVIDE PULLSTRING IN EACH CONDUIT. OCTAGON BOX WITH REMOVABLE BACKPLATE WHERE REQUIRED. ELECTRICAL WORK N. ALL METAL CONDUIT TERMINATING IN A METAL ENCLOSURE SHALL F. INCLUDE ALL REQUIRED JUNCTION/PULL BOXES AND OUTLET BOXES ."PROVIDE'-'FURNISH'AND'INSTALL'. HAVE AN INSULATED BUSHING.PROVIDE"GROUNDING"TYPE BUSHING REGARDLESS OF INDICATIONS ON THE DRAWINGS(WHICH DUE TO 9 1."NEW-MANUFACTURED WITHIN THE PAST TWO YEARS AND WHERE REQUIRED. SYMBOLIC METHODS OF NOTATION,MAY NOT SHOW ALL THAT ARE ACTUALLY REQUIRED). NEVER BEFORE USED. 2.06 WIRE AND CABLE: G. WHERE BOXES HAVE ANY SINGLE HORIZONTAL DIMENSION LARGER A. METAL CLAD(TYPE MC)FOR CONCEALED BRANCH CIRCUITRY MAYBE THAN 36",THEY SHALL BE FITTED WITH CABLE SUPPORT RACKS 1.02 SCOPE OF WORK USED WHEN WRITTEN APPROVAL IS GIVEN TO THE CONTRACTOR FROM CONSISTING OF 3/4"DIAMETER STEEL PIPES WITH FLANGED ENDS °8 A. PROVIDE ALL LABOR,MATERIALS,EQUIPMENT,AND CONTRACTOR'S THE BUILDING OWNER.IT SHALL ONLY BE INSTALLED WHERE BOLTED TO THE SIDES OR FRAME OF THE PULL BOXES.EACH PIPE SERVICES NECESSARY FOR COMPLETE,SAFE INSTALLATION OF ALL PERMITTED BY CODE AND ACCEPTED BY THE AHJ. SUPPORT SHALL BE FITTED WITH A CONTINUOUS FIBER INSULATING ELECTRICAL WORK IN FULL CONFORMITY WITH REQUIREMENTS OF B. ALL CONDUCTORS SHALL BE SOFT 98%MINIMUM CONDUCTIVITY SLEEVE.THE PIPE SUPPORTS SHALL BE ARRANGED IN TIERS NATIONAL ELECTRIC CODE AND APPLICABLE STATE BUILDING CODES PROPERLY REFINED COPPER,TYPE THHN/THWN INSULATED.ALL CORRESPONDING TO THE CABLES ENTERING AND LEAVING THE BOX. AND OF ALL AUTHORITIES HAVING JURISDICTION.THE SCOPE OF CONDUCTORS SHALL HAVE 600 VOLT RATED INSULATION UNLESS SUFFICIENT PIPE SUPPORT RACKS WILL BE INCLUDED WITH THE PULL WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: OTHERWISE NOTED. BOX SO THAT NO CABLE SHALL REMAIN UNSUPPORTED FOR A 1.INSTALLATION OF LIGHT FIXTURES AND LAMPS. C THE MINIMUM WIRE SIZE FOR BRANCH CIRCUITS SHALL BE NO.12 AWG. HORIZONTAL DISTANCE GREATER THAN 36".IN NO CASE SHALL CABLE 2.INSTALLATION OF WALL SWITCHES,RECEPTACLES,VOICEIDATA REFER TO DRAWING NOTES FOR ADDITIONAL REQUIREMENTS. SUPPORT PIPE RACKS BE MOUNTED SO THAT THEY INTERFERE WITH CD OUTLETS,ETC. D. RECESSED LIGHTING FIXTURES FOR HUNG CEILING APPLICATIONS THE REMOVAL OF SCREW COVERS. 3.INSTALLATION OF NEW RACEWAY AND CONDUCTORS FOR SHALL BE SUPPLIED WITH TYPE THHN INSULATED WIRE IN FLEXIBLE H. PULUJUNCTION BOX BARRIERS SHALL BE PROVIDED FOR SYSTEMS AS LIGHTING AND POWER. METALLIC CONDUIT,IN LENGTH NOT TO EXCEED 6 FEET FROM FOLLOWS: 4.CUTTING,CHANNELING AND CHASING REQUIRED TO ADJACENT JUNCTION BOXES. 1.BETWEEN NORMAL AND EMERGENCY WIRING. ACCOMMODATE THE ELECTRICAL INSTALLATION AND ROUGH E. CONNECTION TO RECESSED CEILING FIXTURES SUPPLIED WITH 1. BARRIERS IN JUNCTION AND PULL BOXES SHALL BE OF CONDUCTIVE R.W.Sullivan Engineering PATCHING. PIGTAILS SHALL BE ARRANGED SO THAT UP TO FOUR SUCH FIXTURES MATERIAL OF ADEQUATE THICKNESS FOR MECHANICAL STRENGTH BUT WEPIR6p 1p.00ft.0mrwbtq TM �.e� sls� 5.INSTALLATION OF MECHANICAL POWER WIRING AND FINAL MAY BE CONNECTED INTO A SINGLE OUTLET 80X.NO FIXTURE SHALL IN NO CASE LESS THAN 1/8".EACH BARRIER SHALL HAVE AN ANGLE Work Wz"b_-mwb 029-1107 n CONNECTIONS TO MECHANICAL EQUIPMENT. BE SUPPLIED FROM AN OUTLET IN ANOTHER ROOM. IRON FRAMING SUPPORT ALL AROUND. ft"(811(0= wrhsarmmm 6.INSTALLATION OF CONDUIT,JUNCTION BOXES,PULL BOXES,ETC F. UNLESS SPECIFIED OTHERWISE,ALL WIRES#10 AWG AND SMALLER J. ALL EQUIPMENT,DEVICE BOXES,JUNCTION BOXES,PULLBOXES AND "Mel 16"00 REQUIRED FOR THE AFOREMENTIONED EQUIPMENT. SHALL BE SOLID,CONDUCTORS#8 AWG AND LARGER SHALL BE OUTLET BOXES SHALL BE INSTALLED SO AS TO ALLOW ACCESS TO THE 7.TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. STRANDED. BOX.IF NECESSARY AND APPROVED BY ARCHITECT,PROVIDE ACCESS 0 2' 4' 8' 8.GROUNDING OF ALL EQUIPMENT AS REQUIRED BY CODE AND AS G. COLOR CODING SHALL BE BUILDING STANDARD.WHERE NO BUILDING DOOR OR COVERPLATES IN AREAS WHERE UNOBSTRUCTED ACCESS IS SPECIFIED. STANDARD EXISTS,FACTORY COLOR CODING SHALL BE AS FOLLOWS: NOT POSSIBLE. 9.TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. 1.120/208 VOLT SYSTEM:PHASE W-BLACK PHASE'B'-RED,PHASE 10.GROUNDING OF ALL EQUIPMENT AS REQUIRED BY CODE AND AS o 44 U O�uj 4� 9 oz •••i•-. i•-•. C N ram.:.. lo U ! I � I i i t 41 i r-- ................................. --- .......... - _ of•- NEID i t I i ..................-.....-...-.-_... -,------•----..........._.._.....:�.. .................. ..... ... . .. .........._..._.._.........._ I � f I i ! NOTE: •"� y� `I 4 FIRE PROTECTION SUBCONTRACTOR owl* J�'rF�., �i�I Ti ! TO COORDINATE ALL SPR HEAD ! LOCATIONS W/ALL SURFACE SPR 0, i ' MOUNTED LIGHTING FIXTURES.FP i SUBCONTRACTOR TO COORDINATE FIi IIS Eu i W/ELECTRICAL SUBCONTRACTOR& i GENERAL CONTRACTOR. ,e�•. BASri'-AE NIT i Z Q N REFER TO BASEMENT —' O C FLOOR PLAN O ON THIS PR ►— p �, DRAWING FOR U - LL10 p u ;- ADDITIONAL SCOPE OF i ~ o I WORK SPR UP Z V I i � SPR UP W W i i . � Q LL W i SPR 0 N i iFe m U I Lu i t SPR UP H U Q w r� N 0 i WATER FLOW SWITCH F .. ......................................................... FP -FP SERVICE LOCKABLE - -___-----------._..._.__-.-- •--_i i SHUTOFFVALVE _lie ! i t APPROVED 2'DCVA O I � BACKFLOW PREVENTER ! I MINIMUM 30'AFF, PROVIDE AIR GAP. .....-----=- ftb Lo ca Lo I i 1 ! ' . O• ......... I I..:_:-_.....:_.......... :............ c .--- I I . . .........................•--.....••-•---••---------......_.---...._.._..._...._ I .....................:::_... ....._......._........._...._......_......_.._._.._..._.. .....::I_ i O i ' DOMESTIC WATER SERVICE ;� (SHOWN OR COORDINATION ONLY) I t..._.: OWN F i FP SERVICE :............................................................ ..'i ! 11 I I REFER TO CIVIL DRAWINGS FOR CONTINUATION R.W.Sullivan Engineering Q BASEMENT FLOOR PLAN W/ WALKOUT 2 FINISHED BASEMENT FLOOR PLAN ' ; '°'° tt nascnac�.sasl�msl,Slftzo3 � SCALE:1/4'=1'-0' , , SCALE:1/4'=I'-0• ftu(617)573 W wu"*anmm RNSASS 16flf6600 0 2' 4' 8' 0 0 e - R W LIS)- z z Uj �I C W() Q oc N�O �aW Ot 0^ � I --� 1- i ! I 0 >O M i -- - _- __r! u = ___ i ( Oil ------ i �Z ° I 1 -----••---i lug U —_- VVD.DEC IK 0r" _ --~--�! -- -- - --- • j Imo__ 7��,•!�� _ - __.- _ � a�:� .00 ►e �' SPR i •� � ! •� W r7����1�•Y1 � { L U NOTE: FIRE PROTECTION SUBCONTRACTOR TO COORDINATE ALL SPR HEAD 0`�5 LOCATIONS W/ALL SURFACE ! �' a MOUNTED LIGHTING FIXTURES.FP _ SUBCONTRACTOR TO COORDINATE IMAM 1 ER i `o F W/ELECTRICAL SUBCONTRACTOR& - ! ES S 1; I:'II� i BEDRI'DON'1 1 GENERAL CONTRACTOR. R001\ i 1"SPR UP— TYPICAL ;_ 1TYP CALF•~ 'I r I od V ;� �L �. Z p nI LL IZ - 0 0 - DEN j LjJ LL C SPR DN SPR DN i , I o CL U ---- -------j-_- _ - ' =-r=r—� �_ di I ! Lif•li•••i ;I i-. ! ........--•---,, LU STF,iR Coll) N Q 1"SPR UP TYPICAL CONTRACTOR TO PROVIDE SPR DN �'it "-_ �;f i O INSULATION ALL SPR PIPING IN i --'—`',j i r ra UNHEATED GARAGE.FP i � l + 11v'hL;<-ill 1 SUBCONTRACTOR TO COORDINATE W/G.C.TO MAKE ALL NECESSARY PROVISIONS TO PROTECT PIPING li IL ' W :t I: FROM FREEZING. 1"SPR UP— Lo TYPICAL O 1 Oco �--- y CONTRACTOR TO PROVIDE INSULATION ALL SPR i !ji a �I PIPING IN UNHEATED GARAGE.FP SUBCONTRACTOR r=':>(=NLo TO COORDINATE W/G.C.TO MAKE ALL NECESSARY PROVISIONS TO PROTECT PIPING FROM FREEZING. p 1"SPR DN i w N „ TYPICAL c .....j I BLUE"TU! E I N ELECTRIC BELL—�► _ � =—j. 1 --p,_.�.__. --- _ .._-_.._._._ --- --- - `� — __.,� --.._ j I ! ! i I I ! ! SECOND FLOOR PLAN i FIRST FLOOR PLAN 2 SCALE:1/4'=1'-0' SCALE:1/4'=I'-0" R.W.Sullivan Engineering 2 W1LFP&V-ms".Qfe.Camlisdolip g TWSaarCws,0M*SLS"Z8 � &ft►me&=&OM29-1107 O ftm(olnow mwsa&z%m RVYSJOBf 16016900 0 2' 4' B' 0 R GENERAL ABBREVIATIONS GENERAL SYMBOLS DENOTES EQUIPMENT ABREV DESCRIPTION DIA DIAMETER KWH KILOWATT-HOURS) RL REFRIGERANT LIQUID Q REVISION NUMBER 100C NOT REQUIRING DX DIRECT EXPANSION MAX MAXIMUM RPM REVOLUTIONS PER MINUTE XXX ELECTRICAL INPUT AC AIR CONDITIONING UNIT ACCU AIR COOLED CONDENSING UNIT E EXISTING(BEFORE SYMBOL) MBH 1,000 BTU/HOUR RS REFRIGERANT SUCTION OT THERMOSTAT EA EXHAUST AIR MD MOTORIZED DAMPER S SUPPLY AIR DEVICE ACD AUTOMATIC CONTROL DAMPER HUMIDISTAT(MOUNT 54• UNIT DENOTES EQUIPMENT EHC ELECTRIC HEATING COIL MFG'R MANUFACTURER SA SUPPLY AIR REQUIRING ELECTRICAL AD ACCESS DOOR AFF)EAT ENTERING AIR TEMPERATURE MIN MINIMUM STATIC PRESSURE(INCHES OF INPUT AHU AIR HANDLING UNIT SP EBB ELECTRIC BASE BOARD MTD MOUNTED WATER) Os SPEED SWITCH AFF ABOVE FINISHED FLOOR EC ELECTRICAL CONTRACTOR MTHW MEDIUM TEMPERATURE HOT WATER SS STAINLESS STEEL AFR ABOVE FINISHED ROOF DENOTES EQUIPMENT =Z Uu m AP ACCESS PANEL EF EXHAUST FAN NA NOT APPLICABLE TEMP TEMPERATURE REMOTE SENSOR O�—REQUIRING ELECTRICAL us(�09 c� u ESP EXTERNAL STATIC PRESSURE NC NORMALLY CLOSED TSP TOTAL STATIC PRESSURE 0--$ �' AUTOMATIC TEMPERATURE INPUT H U Q a rn ATC EUH ELECTRIC UNIT HEATER NIC NOT IN CONTRACT TYP TYPICAL O CARBON DIOXIDE o W V CONTROL UC UNDERCUT SENSOR 09 0 W O- BDO BACKDRAFT DAMPER FA FRESH AIR NO NORMALLY OPEN p _ 2 o c 44 FF FINAL FILTER NOM NOMINAL UH UNIT HEATER SD SMOKE DETECTOR X DENOTES HVAC V = t h BHP BRAKE HORSE POWER O FLA FULL LOAD AMPS NTS NOT TO SCALE UNO UNLESS NOTED OTHERWISE X DUCTWORK RISER rJ Z BTUH BRITISH THERMAL UNITS PER HOUR `o V VOLTS CARBON MONOXIDE < C CONTRACTOR FPM FEET PER MINUTE OA OUTSIDE AIR U - �CC COOLING COIL FPS FEET PER SECOND OBD OPPOSED BLADE DAMPER VD VOLUME DAMPER SENSOR CD CONDENSATE DRAIN VENTED THROUGH ROOF CONNECT TO EXISTING G NATURAL GAS OD OUTSIDE DIAMETER VTR VENT DENOTES CONTROL � ® �CFM CUBIC FEET PER MINUTE GC GENERAL CONTRACTOR OED OPEN ENDED DUCT W WATTS DEVICES NEw CM CONSTRUCTION MANAGER GPM GALLONS PER MINUTE PC PLUMBING CONTRACTOR WBT WET BULB TEMPERATURE'F O EXTENT OF REMOVAL AIR DISTRIBUTION ® °� CO CLEAN OUT HP HORSE POWER OR HEAT PUMP PF PRE FILTER VIM WALL HEATER DEVICE HEATING,VENTILATING 8 AIR POUNDS PER SQUARE INCH WMS WIRE MESH SCREEN SUPPLY AIR ARROW xxx NECK SIZE ID COND CONDENSATE HVAC PSIA >ocx FLOW RATE(CFM) CP CONDENSATE PUMP CONDITIONING ABSOLUTE ID INSIDE DIAMETER PSIG POUNDS PER SQUARE INCH GAUGE RETURWEXHAUST AIR xxx -a--(QUANTITY)TYPE d D DRAIN IU INDUCTION UNIT RA RETURN AIR co DBT ORY BULB TEMPT ARROWHIGH PRESSURE SIDE KW KILOWATT RH RELATIVE HUMIDITY UC UNDERCUT DOOR HI DIFF PRESSURESENSOR 'OL DOOR LOWER 0.07 � '""'—DESIGN PRESSURE ` LO DIFFERENTIAL(IN.H2O) 6000 !s a 'SLOW PRESSURE SIDE d� SHEETMETAL SYMBOLS cot DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE SUPPLY AIR DUCT TURN RETURN AIR DUCT UP 90•UP � 8 PENETRATING �� VOLUME DAMPER FLEXIBLE DUCT FLOOR ABOVE yp DUCT W/1'ACOUSTICAL SMOOTH RADIUS ELBOW VD =/ .., SUPPLY AIR DUCT TURN .. RETURN AIR DUCT COMBINATION FIRE AND - LINER Q C) 90'DOWN ���S DOWN&PENETRATING 4FS SMOKE DAMPER FSD �FLEXIBLE CONNECTION 1---�—� 90*BRA FHruNFLOOR BELOWvi EXHAUST AIR DUCT UP � (RECT) c�-C'--'C�� � Z � } RETURN AIR DUCT TURN �� &PEN TRATING FLOOR BACKDRAFT DAMPER (RECT)BREAK BJOR VERTICAL OFFSET UP OR VD Z N �•UP GJ�� ELBOW W/TURNING VANES c�t�c1-1 DOWN(ARROW INDICATES /n W L- LLJ EXHAUST AIR DUCT 8oD CONTINUATION(ROUND) DIRECTION OF FLOW) (WHERE SMOOTH RADIUS 90'BRANCH V 9W DOWN R DUCT TURN .�S �y DOWN 8 PENETRATING �r' FIRE DAMPER E3 TAKE-OFF FLOOR BELOW ID (ROUND) K—C-�q ELBOWS CANNOT BE (RECT TO J ~ FD I INSTALLED) ROUND) O EXHAUST PR DUCT OF? uP UND DUCT TURN 90' SMOKE DAMPER (-�--� EQUIPMENT IOT REMAIN AND ROUND) U Z W �Q L , Q U ., EXHAAST AIR DUCT ROUND DUCT TURN 90° AUTOMATIC CONTROL SD EXISTING DUCTWORK � � Fes— N DUCT REMOVED AND HOLE 90 BRANCH TURN 90'DOWN '`~� DOWN C—SVACD DAMPER(ELECTRIC OR AND/OR EQUIP TO BE � CAPPED/BLANKED OFF TRUNKTEE TAKE-OFF Q = LU Z SUPPLY AIR DUCT UP 8 ROUND DUCT UP 8 PNEUMATIC) qCp REMOVED (BELLMOUTH) 9- ABOVE FLOOR e--jj PENETRATING FLOOR ��j MOTORIZED CONCENTRIC REDUCER 1--�-1 -L VD U W J DAMPER ABOVE MD 45'BRANCH N ''^^ SUPPLY AIR DUCT DOWN TAKE-OFF L V H p 3C� 8 PENETRATING FLOOR ?L� DUCT MOUNTED ECCENTRIC REDUCER D� ABOVE HUMIDIFIER � � (RECTANGULAR) VD = HORIZONTAL OFFSET RECTANGULAR TO SQUARE BULLHEAD TEE � ROUND TRANSITION W/TURNING VANES 45'BRANCH TAKE-OFF (ROUND) L O AIR HANDLING UNIT SCHEDULE 3 UNIT MIN.EXT. DX COOLING GAS HEATING ELECTRICAL DATA MAX IREM SERVICE LOCATION TOTAL S.P.ON. MIN OA ENT.AIR OPER MANUFACTURER/MODEL REMARKS W CFM CFM WG.) db/wb TOTAL SENS TEMP INPUT OUTPUT V PH HZ MCA MOCP FAN WEIGHT NUMBER Z rn MBH MBH RISE HP (LOS) AC4 UNIT A BASEMENT 2000 225 0.50 SO/67 52.8 38.1 35.7 SO 78 120 1 60 19.1 20 1 200 HEIL/N9MSE0802120A 1,2,3 Lo GENERAL NOTES 11. THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL ALL 1.PROVIDE WITH MATCHING UPFLOW CASED COIL WITH COOLING CAPACITY LISTED ABOVE. _ O N Z PROVIDE WITH AUXILARY DRAIN PAN,SIDE RETURN FILTER RACK WALL MOUNTED THERMOSTAT,CONDENSATE NEUTRALIZER KIT AND CONCENTRIC ROOF VENT TERMINATION KIT. INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE O r-- 3.PROVIDE(2)1 CONDENSATE DRAINS FROM FURNACE AND COIL TO OPEN ENDED DRAIN OUTLET BY PLUMBING CONTRACTOR. � � co I 1 THE HEATING,VENTILATING AND AIR CONDITIONING(HVAC) HVAC WORK COMPLETE AND READY FOR OPERATION. CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ALL 12 ALL HVAC WORK SHALL BE IN ACCORDANCE WITH �_ r- PRE-EXISTING CONDITIONS AND WORK NECESSARY PRIOR TO SUBMISSION OF BID PRICE. APPLICABLE FEDERAL,STATE AND LOCAL CODES FAN SCHEDULE >. Lo :z 13. ALL HVAC EQUIPMENT SHALL BE INSTALLED INOTOR OPERATING MANUFACTURER/MODEL $ • 2. THE HVAC CONTRACTOR SHALL BE FAMILIAR WITH ALL ITEM LOCATION SERVICE CFM FAN RPM DRIVE S.P.8P(IN.) V PH HZ REMARKS CONTRACT DOCUMENTS FOR ALL TRADES AND ACCORDANCE WITH THE MANUFACTURER'S (HP) WEIGHT(LOS) NUMBER COORDINATE WITH OTHER CONTRACTORS. RECOMMENDATIONS. EF-A SEE PLANS TOILET/KITCHEN SO - DIRECT - 1.3 AMPS 120 1 60 15 PANASONIC/FV-08VKS2 1,2.3 ° W N 14. THE HVAC CONTRACTOR SHALL FURNISH TO THE GENERAL C 3. DRAWINGS ARE DIAGRAMMATIC ONLY,FINAL ROUTING OF SF-1 ATTIC KITCHEN MAKEUP AIR 500 2089 DIRECT 0.5 166 Watts 120 1 60 90 FANTECH/MUAS 650 3,4,5 DUCTWORK PIPING AND EQUIPMENT LOCATIONS SHALL CONTRACTOR ALL INFORMATION REQUIRED FOR SETTING NOTES: BE DETERMINED IN THE FIELD.ADDITIONAL OFFSETS, OF WALL,ROOF AND PARTITION OPENINGS FOR HVAC 1.INTEGRAL BACKDRAFT DAMPER —J ELBOWS,ETC.,SHALL BE PROVIDED AND INSTALLED WORK THIS INFORMATION SHALL BE FURNISHED IN A Z OWOFF SWITCH BY ELECTRICAL CONTRACTOR. ^^'' WITHOUT ADDITIONAL COST TO THE OWNER. TIMELY MANNER SUCH THAT CONSTRUCTION SCHEDULE IS 3.PROVIDE WITH CONTROLLER,MOTORIZED DAMPER,FILTER CABINET W/PLEATED FILTER,FAN WITH EC MOTOR,DUCT SILENCER AND ALL OTHER COMPONENTS REQUIRED TO MAKE A S W NOT JEOPARDIZED. COMPLETE SYSTEM. 4 ALL DUCTWORK SHALL H CONSTRUCTED AND INSTALLED 4.PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE IN DUCT HEATER. r O IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA 15 THE HVAC CONTRACTOR SHALL COORDINATE ANY 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD. � STANDARDS. GENEPREMIRAL CONTRACTUM WORK OR. REQUIRED FOR THIS PROJECT WITH THE 5. ESUPPLY QUIPMENT SHALL NDUCTMALL LROMAIRHANDLING ELECTRIC HEATER SCHEDULE AIR COOLED CONDENSING UNIT SCHEDULE EQUIPMENT SHALL BE INTERNALLY LINED AS PER 18 THE HVAC CONTRACTOR SHALL COORDINATE WITH THE SPECIFICATIONS A MINIMUM OF 15'4r FROM THE UNIT GENERAL CONTRACTOR PHASING REQUIREMENTS OF THE PROJECT. MANUFACTURER/MODEL AMBIENT ELECTRICAL DATA UNLESS OTHERWISE NOTED.ALL DUCTWORK DIMENSIONS ITEM LOCATION SERVICE TYPE CFM KW V 0 HZ REMARKS NOMINAL REFRIGERANT OPERATING MANUFACTURER/MODEL a INDICATED ARE CLEAR INSIDE DIMENSIONS. NUMBER ITEM LOCATION SERVICE AIR TEMP REMARKS 17. THE CONTRACTOR SHALL COORDINATE THERMOSTAT V1R-I A SEE PLANS SEE PLANS WALL 65 1.5 208 1 80 QMARK/CVVH-1202 1,2 TONS TYPE ('F) V 0 HZ MCA MOCP SEER WEIGHT(LBS) NUMBER 6. VOLUME DAMPERS SHALL BE INSTALLED AT BRANCHES, LOCATIONS WITH ARCHITECTURAL FURNITURE PLANS. ACCU-1 GRADE AC-1 5 R-410a 95 230 1 80 28 40 16 400 HEIL/NXA660GKA 1 �THERMOSTATS SHALL BE INSTALLED 48'ABOVE FINISHED SPLITS,AND TAKE-OFFS.ALL LOW PRESSURE SUPPLY. 1.PROVIDE WITH WALL MOUNTED THERMOSTAT AND LOCKING COVER. RETURN AND EXHAUST DUCTWORK FLOOR UNLESS OTHERWISE NOTED 2.FURNISH WITH INTEGRAL DISCONNECT SWITCH 1.PROVIDE WITH TXV KIT. & 7 INSTALL SMOKE DETECTORS IN DUCT SYSTEMS IN ACCORDANCE WITH NFPA S. THE HVAC CONTRACTOR SHALL COORDINATE ALL AIR DISTRIBUTION DEVICE SCHEDULE ELECTRICAL AND PLUMBING REQUIREMENTS WITH THE MANUFACTURER/ ELECTRICAL AND PLUMBING CONTRACTORS ITEM SERVICE TYPE NECK SIZE FACE SIZE AIR PATTERN MATERIAL MODEL NUMBER REMARKS o • CD CEILING SUPPLY CEILING DIFFUSER SEE PLANS 1202 SEE PLANS STEEL PRICE/SCD 1,Z 3.4 S. THE HVAC CONTRACTOR SHALL FIELD MEASURE EXACT CD-B CEILING SUPPLY CEILING DIFFUSER SEE PLANS SEE PLANS SEE PLANS STEEL PRICE/SMD 1,2,3,4 g SIZES AND VERIFY ALL OPENINGS FOR SHAFTS AND R.W.Sullivan Engineering FD FLOOR SUPPLY FLOOR GRILLE SEE PLANS SEE PLANS 15'DEFLECTION ALUMINUM PRICE/LFG 4 rEPIW .Q6.c�— It LOUVERS PRIOR TO SUBMISSION OF SHOP DRAWINGS AND SR SIDEWALL SUPPLY DIFFUSER SEE PLANS SEE PLANS DOUBLE DEFLECTION STEEL PRICE 1530 1,2,3,4 n10��°�5NM"3t'%'� INSTALLATION. RR CEILING RET/EXH SIDEWALL/CEILING SEE PLANS SEE PLANS 42'DEFLECTION STEEL PRICE/535 1,2,3 R,me((6115nw nw,irowo ma- 10 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR ERITG SIDEWALL RET/EXH REGISTER SEE PLANS SEE PLANS 42'DEFLECTION STEEL PRICE 1535 1,2,3 JERNMO 160 M FINAL LOCATIONS OF DIFFUSERS,REGISTER,GRILLES, 1.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR MOUNTING TYPE. 0 2' 4' 8' THERMOSTATS,ETC. Z DEVICES IN SHEETROCK AND PLASTER CEILINGS SHALL BE SURFACE MOUNTED. 3.DEVICES IN GRID CEILINGS SHALL BE LAY-IN TYPE UNLESS OTHERWISE NOTED. Io U.OPPOSED BLADE DAMPER e R \J\ m P LOW VELOCITY LOW VELOCITY LOW VELOCITY _=WE O o ELBOWS TRANSITIONS OFFSETS _ d o u HM1� > COP IQ UjQ� Ol 20'MAX. p LU C o o W MIN APPROVED TYPE WEATHER CAP o R W 4'-0'MIN R=1-1/2W AIR FLOW W VENT OPENING 0 G oROOF ROOF FLASHING W DIVERGING FLOW R 0 z v ID S i+f cc RADIUS ELBOW FULL RADIUS O � *,*4 WHERE POSSIBLE °mowA (R=W) DOUBLE THICKNESS TURNING a _ VANES(SEE TURNING VANE i DETAIL) 30'MAX. 2 CLEARANCE VENTILATED THIMBLE FLUE PIPE � t:v AIR FLOW CIS 30 ELBOWS 45 v� ' 2 MAX A O CONTRACTION FLOW NOTES: 1 INSTALLATION SHALL BE PER FLUE AND BOILER MANUFACTURER'S RECOMMENDATION AND UL LISTING ss�0 2 INSTALLATION SHALL BE RATED FOR APPLICABLE WIND SPEED RECTANGULAR ELBOW RATING AS PER 780 CMR 1604.11 161 LOW VELOCITY TRANSITION TAKEOFFS&ELBOWS NTS 3 KITCHEN EXHAUST THROUGH ROOF DETAIL NTS od %0 r— COMBUSTION N VENT f AIR INLET NOTES: CAP to H J 1. SECURING STRAP MUST BE FIELD I I z I 1 Q INSTALLED TO PREVENT MOVEMENT OF in N 2 1 I i TERMINATION KIT IN SIDE WALL. 1 I Q I 1 2 PROVIDE 4"0 OPENING IN STRUCTURE I I CEILING JD CONCEALED SEAL AND CAULK ALL r l FOR 2 KIT,OR A 5'0 OPENING FOR 3"KIT. 1 I PENETRATIONT SHALL BE WALL PENETRATIONS V 4) I I TO BE SEALEDEET METAL Q V 0000o TH SEALED I I JOINTS WALL OR ROOF CAP WITH Z = ~ INPUT/OUT PIPE I I O Z Q PUT SIZE LENGTH ELBOWS STRAP(FIELD I I 7 PR 2-1/2"DIAMETER BACKDRAFT DAMPER 40/37 SUPPLIED)SEE I I VENT PIPE.REFER TO a NOTE 1�i TABLES 1&2 U J 80f752 45 4 U Q 3'OR 4'DIAMETER AIR CEILING p H p INLET PIPE.REFER TO OR SOFFIT 60/55 TABLES 1&2 "Y'CONCENTRIC INTERIOR PARTITION WALL 80l75 3" 70' 5 FITTING 100/95 12Q/112 EXTERIOR WALL 40/37 140/130 �� 4 DRYER VENT DUCT CONTINUOUS TO EXTERIOR b O OVERALL DRYER BOX INTAKE/VENT INTAKE PIPE AIR INLET ��ELBOW(FIELD MODEL ASSEMBLED PIPE SUPPLIED NOM.PIPE SIZE OUTSIDE DIA LENGTH LENGTH � ) 1 CT0302 2' 41" 3-1/2* 27-11,C ^` 1 CT0303 3' 47" 4-1/2" 31-7/8" Z VENT COMBUSTION AIR 8 Lo 5 TERMINATION DETAILS FOR CONCENTRIC VENT NTS 2 TYPICAL DRYER DUCT INSTALLATION NTS - O N O r- � TABLE 1: TABLE 2: / r— W GREENHECK GRAVITY INTAKE VENTILATOR ON 16"ROOF CURB EXTENSION FOR WRAPPED NOTES: m DUCT DUCT 1. GAS FURNACE ZONE B ,! ROOF MATERIAL DAMPER DAMPERS.REMOTE Z o/ N STIFFENING SENSORS AND THERMOSTAT 2 PVC VENTS REFER TO • VENT THROUGH THE ROOF TO MATCH SHALL BE PART OF ONE DUCT COMPLETE SYSTEM. DETAIL FOR INSULATION o SYSTEM W^`W SEE FLOOR PLANS MATERIAL SHALL BE THE ��FOR CONTINUATION COMFORT SYSTEEM E �--- FANTEC'ADC-12'�— ��LOCATION OF FUTURE 2 REFER TO MANUFACTURERS DUCT DEP INSTALLATION MANUAL FOR n MOTORIZED DAMPER FANTEC'EM-WX 10' ANY SPECIFIC YJ FANTEC'FGR-12HV' ELECTRIC DUCT HEATER REQUIREMENTS UNIQUE TO 3 FILTER CABINET W/FILTER WIRE TO ATTIC SPACE FOR THIS INSTALLATION. N FANTEC'FG-12XL EC' FUTURE ELECTRIC DUCT HEATER WING NUT&ARM(TYP) TWO BLADE DAMPER DUCT SIDE ELEVATION 3 MAINTAIN ACCESSIBILITY c O • INLINE FAN W/ECM FANTEC'LD-12'DUCT SILENCER FOR ALL SERVICEABLE ROUND DAMPER ARRANGEMENT F ATTIC SPACE PARTS VALVES AND � 3/8"QUADRANT DUCT 1/2"QUADRANT DUCT 4 RUN IIEDRAIN FROMS DRAIN AT LOW POINT OF 3/8"0 ROD PIN FURNACE AND COIL TO OPEN FLUE TO FLOOR DRAIN 3/8'0 ROD PIN ENDED DRAIN IN FURNACE BY MECHANICAL CONTRACTOR } o OPEN o MECHANICAL CLOSET. 24V CONTROL WRING-,,. TO KITCHEN EXHAUST HOOD BLOWER ENDED DRAIN BY PLUMBING r c (NP) CONTRACTOR. 01 OUTSIDE END RETURN DUCT 1 ALL AROUND ALL AROUND BEARING FURNACE�H HIGH EFFICIENCY S FIRED 22 GA BLADE 16 GA BLADE WITH 1"LINER o FANTEC'FMAC' a WALL MOUNTED RECTANGULAR RECTANGULAR DAMPER CONTROLLER DAMPER FOR DUCTS FOR DUCTS 18"TO 48"x12 PLENUM NOTES: UP TO 18"02' • UNFINISHED UTILITY BASEMENT INSIDE END � 1. FOR DUCTS OVER 12"HIGH USE MULTIPLE BLADES. BEARING Z ALL BRANCH DUCTS(SUPPLY,RETURN&EXHAUST)SHALL HAVE VOLUME FILTER RACK IN ACCESSIBLE LOCATION RUBBER VIBRATION ISOLATORS ° DAMPERS,INCLUDING RUNOUTS TO DIFFUSERS(MANDATORY). R.W.Sullivan Engineering Q MEP 810 MUN.006.cam-MV 7 KITCHEN MAKEUP AIR SYSTEM NTS 4 VOLUME DAMPER(SINGLE BLADE) NTS 1 TYPICAL VERTICAL FURNACE NTS n��eC�s�w'stia� �Utubd=fbor�anar � - RMABI I5aseao 0 2' a' a' v4•=r-o• � a h SUCH FASTENERS SHALL BE SPACED 3 INCHES FROM EACH CORNER OF THE 2 6 7 7 LED'S TO INDICATE STATUS AND TO AID IN TROUBLESHOOTING. INDICATED ON THE DRAWINGS ALL SYSTEMS SHALL BE BALANCED AND RECORDED PER NEBB 1 GENERAL BOARD WITH INTERMEDIATE PINS SPACED NO MORE THAN 12 INCHES ON STANDARDS CENTER PIN CAPS SHALL BE COVERED WITH A ROUND VAPOR SEAL PATCH 11, THE SCOPE OF WORK SHALL INCLUDE ALL LABOR,MATERIALS.TOOLS,EQUIPMENT, THAT MATCHES THE JACKET ON THE ASJ BOARD 268 PROVIDE EACH UNIT WITH PROGRAMMABLE 247 THERMOSTAT TRANSPORTATION,HOISTING.RIGGING,INSURANCE,ETC.,REQUIRED TO PERFORM THE WORK AS 333 PROVIDE ALL MANPOWER AND TESTING INSTRUMENTS USED FOR BALANCING SYSTEMS.ALL INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED FOR A COMPLETE INSTALLATION PAY FOR 2423 DUCTS INSTRUMENTS USED SHALL HAVE BEEN CALIBRATED WITHIN A PERIOD OF SIX(6)MONTHS ALL PERMITS AND FEES,AND OBTAIN ALL REQUIRED PERMITS. ,PLENUMS AND EQUIPMENT HAVING SHARP BEND SHALL HAVE THE 2 6 9 MINIMUM 14'OD SEAMLESS COPPER TUBING MECHANICALLY BONDED TO HEAVY RIPPLE PRIOR TO BALANCING.SERIAL NUMBER AND DATES OF CALIBRATION OF ALL DRA J INSULATION SCORED AS REQUIRED TO CONFORM TO THE CURVED SURFACES EDGED ALUMINUM FINS WITH THERMAL EXPANSION VALVE,HOLDING CHARGE AND COPPER INSTRUMENTS SHALL BE LISTED IN THE FINAL AIR AND WATER BALANCE REPORTS HEREIN 12 MAKE ALL PROVISIONS FOR THE PROTECTION AND SAFETY OF ALL CONSTRUCTION EMPLOYEES AND TO PROVIDE A NEAT AND WORKMANLIKE APPEARANCE WHEN FINISHED TUBE STUBS FOR FIELD PIPING ALL OTHER OCCUPANTS OF THE BUILDING AS THEY MAY BE AFFECTED BY THE CONSTRUCTION PROCESS,INCLUDING BUT NOT LIMITED TO THE VENTILATION SYSTEMS,DUST CONTROL,NOISE 2424 ALL INSULATION EDGES AND JOINTS SHALL BE SEALED WITH A FIRE 334 THE BALANCING CONTRACTOR SHALL ADJUST ALL AIR FLOW TO THE HVAC EQUIPMENT TO CONTROL,ETC RETARDANT VAPOR BARRIER ADHESIVE,REINFORCED WITH A VAPOR BARRIER 2.610 NON-CORROSIVE STAINLESS STEEL OR POLYMER DRAIN PAN WITH'/."NPT DRAIN QUANTITIES SPECIFIED ON THE DRAWINGS.THE BALANCING CONTRACTOR SHALL INCLUDE TAPE SIMILAR TO THAT OF THE BOARD FACING.TAPE SHALL BE 3 TO 5 INCHES CONNECTION ADJUSTMENT OF FAN AND/OR MOTOR SHEAVES AND PULLEYS AND SHALL INCLUDE SHEAVE CHANGES IF NECESSARY TO OBTAIN DESIGN AIR FLOWS ALL VOLUME DAMPERS AIR z Z oc 1.3. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE NATIONAL,STATE AND LOCAL CODES AND WIDE AS RECOMMENDED BY THE PARTICULAR MANUFACTURER E U ORDINANCES,AND APPLICABLE OWNER STANDARDS AS INTERPRETED BY THE 2611,20 GAUGE STEEL COIL CASING WITH BAKED ENAMEL FINISH AND FIBERGLASS INSULATION TERMINAL DEVICES BALANCING VALVES ETC.,SHALL BE ADJUSTED TO THE DESIGN FLOW H 2� w c ARCHITECT/ENGINEER 2425 THE ABOVE SPECIFIED INSULATION WILL BE USED IN ALL AREAS,AND IT IS QUANTITIES IN ACCORDANCE WITH ESTABLISHED PROCEDURES OF THE AIR BALANCE o W V Q rn 01 AGENCY(NEBB,AABC OR OTHER NATIONALLY RECOGNIZED TEST AND BALANCE AGENCY) INTENDED THAT THE FINISH PRESENT A NEAT AND UNIFORM APPEARANCE AS 2.612.THE HVAC CONTRACTOR SHALL PROVIDE ALL TEMPERATURE CONTROL AND INTERLOCKING G e t o q 14 PROVIDE ALL HANGERS AND SUPPORTS AS REQUIRED TO SUPPORT ALL NEW EQUIPMENT,PIPING, TO COLOR AND WORKMANSHIP NECESSARY TO PERFORM THE SPECIFIED CONTROL SEQUENCE ALL WIRING IS TO BE IN m AND DUCTWORK PROVIDE SHIELDS AND INSERTS TO PROTECT INSULATION AND EQUIPMENT ALL ACCORDANCE WITH DIVISION 16 ALL RELAYS,TRANSFORMERS AND CONTROLS ARE TO BE IN 335 TEST FORMS USED BY BALANCING ENGINEERS AND TECHNICIANS SHALL BE SET UP TO V = v EQUIPMENT SHALL BE ISOLATED FROM THE BUILDING STRUCTURE BY MEANS OF NOISE AND 2 4 3 REFRIGERANT PIPING INSULATION ENCLOSURES INCLUDE THE JOB NAME AND ADDRESS,THE NAME OF THE BALANCING CONTRACTOR, t`Z �j VIBRATION ISOLATORS.PROVIDE SEISMIC SUPPORT WHERE REQUIRED DUCTS AND PIPING PASSING OWNER,ARCHITECT AND ENGINEER,THE INSTRUMENTS USED TO PERFORM THE TEST.EACH Q THROUGH WALLS AND FLOORS SHALL BE PROVIDED SLEEVES AND SHALL BE PROPERLY SMOKE AND SHEET MUST ALSO IDENTIFY THE NAME OR NUMBER OF THE SYSTEM SERVING THE SPECIFIC FIRESTOPPED. 2.4.1.1. INSULATION MATERIAL SHALL BE A FLEXIBLE,CLOSED-CELL ELASTOMERIC 2.7 COOLING COIL AIR DEVICES. INSULATION IN TUBULAR FORM.INSULATION MATERIALS SHALL HAVE A 1.5 ALL WORK UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER CLOSED-CELL STRUCTURE TO PREVENT MOISTURE FROM WICKING WHICH 2 71 E PROVID UNIT WITH MATCHING CASED'A'CONFIGURATION COOLING COIL FOR UPFLOW 34 BALANCING REPORT COMPLETION DATE(DATE AS DETERMINED BY OWNER). MAKES IT AN EFFICIENT INSULATION INSULATION SHALL BE 1-1/2'THICK UNITS,E CONFIGURATION COOLING COIL FOR DOWNFLOUNIT,AND VERTICAL FLAT FACE 16 PREPARE 8 SUBMIT SHOP DRAWINGS FOR ALL PERTINENT HVAC EQUIPMENT ALL SHOP DRAWINGS CONFIGURATION COOLING COIL FOR HORIZONTAL UNITS. 2412 MATERIALS SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY OF 0 27 341 THE BALANCING CONTRACTOR SHALL PROVIDE FOUR AIR BALANCE REPORT ON NEBB OR SHALL HAVE CLEARLY MARKED THE APPROPRIATE SPECIFICATION NUMBER,DRAWING DESIGNATION, BTU4NJH-FT2-'F AT A 75'F MEAN TEMPERATURE WHEN TESTED IN AABC STANDARD FORMAT.THE REPORT SHALL INCLUDE MANUFACTURERS FAN OR PUMP PROJECT NAME,ETC.,FOR IDENTIFICATION OF THE SUBMITTAL.SHOP DRAWING DATA SHALL ACCORDANCE WITH ASTM C 177 OR ASTM C 518.LATEST REVISIONS 2.7.2. PROVIDE A DIRECTION EXPANSION UP-FLOW OR HORIZONTAL COOLING COIL TO MATCH CURVES AND ALL PERTINENT EQUIPMENT DATA.THE REPORT SHALL INCLUDE A TABULATION 1� INCLUDE,BUT NOT BE LIMITED TO,MANUFACTURER'S MODEL 8 CATALOG DATA,COMPLETE MATERIALS SHALL HAVE A MAXIMUM WATER VAPOR TRANSMISSION OF 0 08 SPECIFIED AND SCHEDULED CONDENSING UNITS AND FURNACES ALL EVAPORATOR COILS OF AIR FLOW READINGS FOR ALL PRIMARY HVAC EQUIPMENT SERVING THE PROJECT CONNECTION DIAGRAMS FOR ALL TRADES,DIMENSIONS,WEIGHTS,CAPACITIES,ETC. PERM-INCHES WHEN TESTED IN ACCORDANCE WITH ASTM E 96,PROCEDURE A, SHALL BE THERMALLY INSULATED TO PREVENT*SWEATING*. AREA(S).THE REPORT SHALL INCLUDE EQUIPMENT IDENTIFICATION DATA,DESIGN VALVE 1 7 IT IS THE RESPONSIBILITY OF THE HVAC CONTRACTOR TO STUDY ALL CONTRACT DRAWINGS, LATEST REVISION.MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF LESS AND ACTUAL READINGS OBTAINED IN THE FIELD AS FOLLOWS: 0� THAN 25 AND A SMOKE-DEVELOPED INDEX OF LESS THAN 50 WHEN TESTED IN 2.7.3. UNIT SHALL BE EQUIPPED WITH FACTORY INSTALLED THERMAL EXPANSION VALVE SPECIFICATIONS,AND DETAILS SO THAT THE INSTALLATION OF ALL NEW WORK CAN BE FULLY ACCORDANCE WITH ASTM E 84,LATEST REVISION. 3411 REGISTERS,GRILLES,8 DIFFUSERS COORDINATED.THE WAC CONTRACTOR SHALL VISIT THE SITE TO SATISFY HIMSELF THAT ALL PROVISIONS HAVE BEEN MADE FOR ALL ASPECTS OF THIS PROJECT.IF DISCREPANCIES EXIST 2.7.4. COIL SHALL BE FACTORY LEAK-TESTED,DEHYDRATED,SEALED AND SHIPPED WITH A 34111 SIZE BETWEEN THE DRAWINGS AND/OR SITE CONDITIONS,THE HVAC CONTRACTOR SHALL NOTIFY THE 2413 PROVIDE HANGERS,SHIELDS,SADDLES,SLEEVES,AND PRE-MOLDED FITTINGS HOLDING CHARGE ENGINEER PRIOR TO THE SIGNING OF CONTRACT.ALL WORK SHALL BE PERFORMED WITHIN THE SO AS NOT TO CRUSH OR DAMAGE THE INSULATION OR ITS VAPOR BARRIER 3.4.1.1 2. VELOCITY OWNER'S ALLOCATED CONSTRUCTION PERIOD. 34113 CFM(DESIGN 8 ACTUAL) S 2.7.5. CASING SHALL BE CONSTRUCTED OF PRE-PAINTED STEEL 18 ALL CUTTING,CORE DRILLING,ETC.,REQUIRED FOR THE INSTALLATION OF THE NEW HVAC SYSTEMS 2414 ALL REFRIGERANT PIPING EXPOSED TO ELEMENTS SHALL BE PROVIDED WITH 2 SHALL BE BY THE GENERAL CONTRACTOR,APPROVED BY THE OWNER PATCHING SHALL BE BY THE COATS OF PROTECTIVE UV PAINT TO PREVENT DETERIORATION. 341.2. GAS FIRED FURNACES WITH DX COOLING vs 2.7.6. PROVIDED A FIELD INSTALLED HORIZONTAL DRAIN PAN KIT FOR ALL HORIZONTAL UNITS 3 41 2..1 IDENTIFICATION 8 LOCATION v„ GENERAL CONTRACTOR. V� ®19 HVAC WORK IS INDICATED DIAGRAMMATICALLY LOCATION OF DIFFUSERS,REGISTERS,GRILLES 8 25 INLINE FANS(SF-1) 2 7.7. COILS SHALL MEET OR EXCEED BURST PRESSURE OF 2100 PSI. 3412.2 CFM 073.4.1.2.3 EXTERNAL STATIC PRESSURE BY THE ARCHITECT IN THE FIELD,AND SHALL BE SUBMITTED FOR APPROVAL TO THEE ARCHITECT TSTATS SHALL BE AS INDICATED ON THE ARCHITECT'S REFLECTED CEILING PLAN AS DIRECTED 2.51 DUCT MOUNTED SUPPLY FAN SHALL BE OF CENTRIFUGAL DIRECT DRIVEN IN-LINE TYPE WITH 3.41 2 4 A.MINIMUM O CFM(COOLING) PRIOR TO CONSTRUCTION.DIFFUSERS,REGISTERS AND GRILLES SHALL BE SELECTED TO MATCH EC MOTOR THE FAN HOUSING SHALL BE OF THE SQUARE DESIGN CONSTRUCTED OF HEAVY 28 AIR COOLED CONDITIONING UNIT(ACCU) 34,125 ENTERING AIR DRY BULB(COOLING) THE TYPE OF CEILING CONSTRUCTION.COORDINATE WITH ALL TRADES TO AVOID INTERFERENCE OF GAUGE GALVANIZED STEEL AND SHALL INCLUDE SQUARE DUCT MOUNTING COLLARS. 3.4.1 2 6. ENTERING AIR WET BULB(COOLING) EQUIPMENT.INSTALLATION SHALL PERMIT ACCESSIBILITY FOR SERVICE AND REPLACEMENT OF 2 81 PROVIDE OUTDOOR-MOUNTED,AIR-COOLED,SPLIT-SYSTEM AIR CONDITIONER UNIT SUITABLE �Q EQUIPMENT PROVIDED. 2.5.2 FAN CONSTRUCTION SHALL INCLUDE TWO REMOVABLE ACCESS PANELS LOCATED FOR GROUND OR INSTALLATION AS MANUFACTURED BY YORK OR APPROVED EQUAL UNIT 3.41.2.7. LEAVING AIR DRY BULB(COOLING) t- PERPENDICULAR TO THE MOTOR MOUNTING PANEL.THE ACCESS PANELS SHALL BE OF CONSISTS OF A HERMETIC COMPRESSOR,AN AIR-COOLED COIL,PROPELLER-TYPE 34128. LEAVING AIR WET BULB(COOLING) 0 110 DUCTWORK 8 PIPING SHALL BE CONCEALED UNLESS OTHERWISE NOTED EXPOSED DUCTWORK. SUFFICIENT SIZE TO PERMIT EASY ACCESS TO ALL INTERIOR COMPONENTS CONDENSER FAN,AND A CONTROL BOX UNIT WILL BE USED IN A REFRIGERATION CIRCUIT TO 3.4.1.2.9. ENTERING AIR DRY BULB(HEATING) O N PIPING,AND EQUIPMENT SHALL BE FINISHED AND ARRANGED FOR A NEAT APPEARANCE MATCH UP TO THE COIL UNIT MOUNTED ON THE GAS-FIRED FURNACE. 3.4 1.2.10. LEAVING AIR DRY BULB(HEATING) -F: 111 EACH SYSTEM,ITEM,AND PIECE OF EQUIPMENT SHALL BE IDENTIFIED BY PERMANTLY ATTACHED 253 THE FAN WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED,CONSTRUCTED OF ALUMINUM 3.4.1.2.11. ELECTRICAL VOLTS INPUT(EACH PHASE)(DESIGN 8 ACTUAL) I- ciY NAMEPLATES AND LABELING ALL EQUIPMENT,DUCTWORK AND PIPING SYSTEMS SHALL BE AND SHALL INCLUDE A WHEEL CONE CAREFULLY MATCHED TO THE INLET CONE FOR PRECISE 2.8.2. UNIT SHALL BE RATED IN ACCORDANCE WITH THE LATEST EDITION OF ARI STANDARD 210. 3.4.1.2.12. ELECTRICAL AMPS EACH PHASE(DESIGN 8 ACTUAL) N PROVIDED IDENTIFICATION AND LABELING PER OSHA AND ANSI STANDARDS RUNNING TOLERANCES.WHEELS SHALL BE STATICALLY AND DYNAMICALLY BALANCED. 3.4.1.2.12. FAN RPM L- 112. WORK SHALL INCLUDE.INSTALLATION AND VENTING OF NEW GAS FIRED FURNACES,INSTALLATION 2.8.3. CONDENSER COILS WILL BE LEAK FREE AND TESTED AT 250 PSIG AND PRESSURE TESTED AT L_L 254 MOTORS SHALL BE HEAVY DUTY BALL BEARING TYPE,CAREFULLY MATCHED TO THE FAN 450 PSIG. OF NEW DUCTWORK NEW REFRIGERANT PIPING,NEW AIR COOLED CONDENSING UNITS,NEW 3.4.2 THE ARCHITECTS.ENGINEER'S,AND OWNER'S DESIGNATED REPRESENTATIVES SHALL BE W C LOAD AND FURNISHED AT THE SPECIFIED VOLTAGE,PHASE AND ENCLOSURE MOTORS AND C BATHROOM EXHAUST FANS,NEW KITCHEN MAKEUP AIR FAN,ELECTRIC WALL HEATER.WALL NOTIFIED MINIMUM FIVE(5)DAYS IN ADVANCE OF PROCEEDING WITH BALANCING WORK TO MOUNTER THERMOSTATS,INSTALLATION OF REGISTERS,GRILLES,DIFFUSERS.REFRIGERANT 8 DRIVES SHALL BE MOUNTED OUT OF THE AIRSTREAM. 2.8.4. UNIT SHALL BE CONSTRUCTED IN AN ISO9001 APPROVED FACILITY ALLOW TIME FOR THE WITNESSING OF THE TESTING,BALANCING AND ADJUSTING. a CONDENSATE DRAIN PIPING,AND TESTING,ADJUSTING,8 BALANCING OF ALL INSTALLED SYSTEMS V 1.13 ANY EQUIPMENT DAMAGED DURING THE PROGRESS OF THIS WORK WILL BE REPAIRED OR 2.55 PRECISION GROUND AND POLISHED FAN SHAFTS SHALL BE MOUNTED IN PERMANENTLY 2 8.5 UNIT SHALL HAVE SINGLE POINT ELECTRICAL CONNECTION 3 4 3 IT IS THE BALANCING CONTRACTOR'S RESPONSIBILITY TO BRING TO THE ATTENTION OF THE U Z ) SEALED.LUBRICATED PILLOW BLOCK BALL BEARINGS.BEARINGS SHALL BE SELECTED FOR A Z ;REPLACED TO ITS ORIGINAL CONDITION TO THE OWNER'S SATISFACTION AT NO ADDITIONAL COST MINIMUM(L MECHANICAL CONTRACTOR ANY DISCREPANCY OR SYSTEM LIMITATIONS WHICH WOULD O 10)LIFE IN EXCESS OF 100,000 HOURS AT MAXIMUM CATALOGED OPERATING PREVENT THE SYSTEM FROM OPERATING AT ITS OPTIMUM EFFICIENCY OR DESIGN a _ TO THE OWNER. SPEED. 28.6 UNIT SHALL BE EQUIPPED WITH A HIGH-PRESSURE SWITCH,LOW-PRESSURE SWITCH AND CONDITIONS OR WHICH WOULD PREVENT PROPER BALANCING OF THE SYSTEM SUCH AS FILTER DRYER. 2 MATERIALS AND EQUIPMENT MISSING OR MALFUNCTIONING DAMPERS OR VALVES.THE INFORMATION PROVIDED SHALL U j w h F' 2.5.6. DRIVES SHALL BE SIZED FOR A MINIMUM OF 15096 OF DRIVEN HORSEPOWER.PULLEYS SHALL INCLUDE ALL PRIMARY EQUIPMENT CRITERIA SUCH AS THE MANUFACTURER'S FAN CURVES, Q 2.1. SHEETMETAL BE OF THE FULLY MACHINED CAST IRON TYPE,KEYED AND SECURELY ATTACHED TO THE 2.8.7 UNIT SHALL COME EQUIPPED PRE-CHARGED WITH REFRIGERANT TOTAL AND EXTERNAL FAN PRESSURES,PRESSURE DROPS ACROSS ALL UNIT COMPONENTS p H p WHEEL AND MOTOR SHAFTS. (COILS,FILTERS,DAMPERS ETC.),DESIGN AND OPERATING FAN SPEED,MOTOR RATED AND 211 ALL U AIR DUCTWORK OF ALL TYPES SHALL CONFORM TO THE SPECIFICATIONS, 2.88 UNIT SHALL BE CAPABLE OF THE REQUIRED STAGING AND/OR UNLOADING TO ACCOMMODATE DATA TO DETERMINE WHETHER THE FAN OUTPUT CAN BE ADJUSTED TO THE CURRENT STANDARDS. ACTUAL AMPERAGE DRAW,MOTOR HORSE POWER LIMITATIONS,FAN BELT AND SHEAVE S,DETAILS,AND RECOMMENDATIONS OF THE LATEST SMACNA MANUAL. 2.5.7 A NEMA 1 DISCONNECT SWITCH SHALL BE PROVIDED AS STANDARD.WHERE DISCONNECTS THE VARYING ZONE CONTROLS OF THE INDOOR FAN SYSTEM REQUIREMENTS.THE REPORT ALSO NEEDS TO INCLUDE WATER FLOW CRITERIA, DUCTWORK SHALL MEET THE REQUIREMENTS OF THE PRESSURE CLASS INDICATED IN THE ARE OPTIONAL.FACTORY WRING SHALL BE PROVIDED FROM MOTOR TO THE HANDY BOX TEMPERATURE AND PRESSURE DROPS ACROSS ALL EQUIPMENT. SMACNA"DUCT CONSTRUCTION STANDARDS"THE CONSTRUCTION PRESSURE CLASS FOR DUCTWORK SHALL BE SMACNA 2"MIN STATIC PRESSURE CLASS.ALL SEAMS AND JOINTS 289 PROVIDE 2"CONCRETE BASE WITH NEOPRENE PAD ,[ SHALL BE CONSTRUCTED AND SEALED TO MINIMUM SMACNA SEAL CLASS"T 2 5.8 ALL FANS SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR BOTH SOUND AND AIR u >` 344. THE BALANCING REPORT IS NOT INTENDED TO BE A TABULATION OF READINGS,BUT RATHER � 22 FLEXIBLE DUCTWORK PERFORMANCE 2 810 THE UNIT SHALL BE PART OF A COMPLETE RESIDENTIAL HEATING AND COOLING SYSTEM AS A TOOL TO DOCUMENT PROPER ADJUSTMENT OF THE EQUIPMENT TO DELIVER DESIGN O MANUFACTURED BY YORK OR APPROVED EQUAL.PROVIDE ALL ACCESSORIES AS PERFORMANCE.PROVIDE A COMPLETE AND WORKING BALANCING REPORT AS DEFINED BY 2.2.1. FLEXIBLE DUCTWORK SHALL BE EQUAL TO }- FLEXIBLE 259 EACH FAN SHALL BEAR A PERMANENTLY AFFIXED MANUFACTURER'S NAMEPLATE RECOMMENDED BY THE MANUFACTURER FOR A COMPLETE AND SATISFACTORY SYSTEM THE REQUIREMENTS OF NEBB,AABC OR OTHER NATIONALLY RECOGNIZED TEST AND F AND SHALL BE L LISTED AND CONTAINING THE MODEL NUMBER AND INDIVIDUAL SERIAL NUMBER FOR FUTURE BALANCE AGENCY.THE CONTRACTOR IS NOT ENTITLED TO ADDITIONAL COMPENSATION FOR CONSTRUCTED IN ACCORDANCE WITH NFPA FLEXIBLE DUCT RUNS SHALL L NOT EXCEED 5'-0" IDENTIFICATION BALANCING REPORTS AND ASSOCIATED WORK REQUIRED IN THE EVENT OF A BALANCING IN LENGTH.DUCTWORK SHALL BE SUPPORTED SO AS TO*SAG"LESS THAT 1/2"PER LINEAR 29 ATC REPORT NOT ACCEPTABLE TO THE ENGINEER NOR IS THE CONTRACTOR RELIEVED OF FOOT RESPONSIBILITY TO COMPLETE BALANCING TO THE SATISFACTION OF THE ENGINEER AND 7 2.5.10 FANS SHALL BE MODEL SO-VG AS MANUFACTURED BY GREENHECK OR EQUAL PROVIDE COMPLETE AUTOMATIC CONTROLS FOR ALL HVAC EQUIPMENT AND SYSTEMS. OWNER L 23 DIFFUSERS,GRILLES,REGISTERS 2.9.1. FURNISH ALL REQUIRED CONTROL DEVICES WHICH ARE NOT FACTORY FURNISHED WITH Lo 2.3.1. FURNISH AND INSTALL ALL REGISTERS,GRILLES,AND DIFFUSERS INCLUDING DAMPERS, 26 BATHROOM EXHAUST FANS EQUIPMENT FOR FIELD INSTALLATION. 35 FINAL INSPECTION/PROJECT TURNOVER N FRAMES,AND OTHER ACCESSORIES TO PROVIDE A COMPLETE AIR DISTRIBUTION SYSTEM O ALL DEVICES MUST BE COMPATIBLE WITH THE CEILING/WALL CONSTRUCTION INTO WHICH 261 FURNISH AND INSTALL THE CEILING OR WALL MOUNTED TOILET EXHAUST FANS AS INDICATED 2.9.2. FURNISH AND INSTALL CENTRAL WIRING,INCLUDING WRING FROM PROGRAMMABLE 351 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED AS INDICATED ON THE 0 THEY ARE TO BE INSTALLED-REFER TO ARCHITECTURAL DETAILS. ON THE DRAWINGS.THE FANS SHALL HAVE THE CAPACITIES AND CHARACTERISTICS LISTED THERMOSTATS FOR EQUIPMENT,CONTROL WRING FOR CONDENSING UNITS. DRAWINGS AND SPECIFIED HEREIN AND IS READY FOR FINAL INSPECTION,SUCH AN 2.3.2. ACCEPTABLE MANUFACTURERS ARE TITUS,TUTTLE AND BAILEY,METALAIRE,PRICE,OR IN THE SCHEDULE ON THE DRAWINGS.FANS MOUNTED IN RATED CEILINGS SHALL BE INSPECTION SHALL BE MADE.AT THIS TIME,THE HVAC CONTRACTOR SHALL DEMONSTRATE PROVIDED WITH RADIATION DAMPER.FANS SHALL BE AS MANUFACTURED BY PANASONIC OR THAT THE REQUIREMENTS OF THESE SPECIFICATIONS HAVE BEEN MET TO THE OWNER'S Al KRUEGER SUPPLY GRILLES SHALL BE SIDEWALL SUPPLY REGISTERS SHALL BE DOUBLE APPROVED EQUAL 2.9.3. INSTALL THERMOSTATS FURNISHED WITH ELECTRIC UNIT HEATERS AND PROVIDE CENTRAL SATISFACTION.THE CONTRACTOR SHALL PROVIDE EQUIPMENT PARTS LISTS,OPERATION 8 VJ ADJUSTABLE DEFLECTION TYPE WITH HORIZONTAL FRONT LOWERS. WRING MAINTENANCE MANUALS TO THE OWNER BOUND NEATLY IN BINDERS >' Lo N 2.33 RETURNIEXHAUST REGISTERS SHALL HAVE FIXED HORIZONTAL BLADES(45 DEGREE 2.8 GAS FIRED FURNACE WITH DX COOLING DEFLECTION).REGISTERS IN LOCKER,SHOWER,LAUNDRY,OR OTHER"WET AREAS SHALL BE 2.9.4. FANS 352 THE CONTRACTOR SHALL SUBMIT TO THE OWNER A SET OF CAD FILES,1 SET PDF FILES,AND O� ALUMINUM OR STAINLESS STEEL.LOW WALL REGISTERS SHALL BE HEAVY GAUGE FOR - , CONTRACT DRAWING FILES MAYBE UTILIZED AS THE M W 2.6.1 1 HARDCOPY MARKED'ASGUILTS"THE . PROVIDE A SEALED COMBUSTION,CONDENSING TYPE AGA CERTIFIED FOR USE WITH RUGGED USE.WIRE MESH SCREENS SHALL BE 3/4"SQUARE PATTERN WITH WIRE SECURED N 2 9 41 NATURAL GAS AS MANUFACTURED BY YORK OR APPROVED EQUAL.MINIMUM ANNUAL FUEL . EF,A SHALL BE MANUALLY STARTED,VIA WALL SWITCH. BASIS FOR THESE AS-GUILTS(WITH PERMISSION OF THE ARCHITECT).THE CONTRACTOR TO FRAME. UTILIZATION EFFICIENCY(A.F.0 a.E.)OF 92%.ALL RATINGS ARE TO BE CERTIFIED BY GAMA 2 9.4.2. SF-1 SHALL BE INTERLOCKED WITH OPERATION OF KITCHEN HOOD SHALL SIGN AND RETURN ENGINEER'S STANDARD CAD RELEASE AGREEMENT TO OBTAIN THE CONTRACT DRAWING CAD FILES. 24 DUCT INSULATION � J 262 22 GAUGE STEEL CASING WITH BAKED ENAMEL FINISH OR PREPAINTED GALVANIZED STEEL. 3 EXECUTION 2.41 FACED FLEXIBLE FIBER GLASS INSULATION INSULATE CASING BACK AND SIDE PANELS WITH FOIL FACED FIBERGLASS INSULATION. 5 3.1. CLEANING 241 1 FACED FLEXIBLE FIBER GLASS 2"THICK DUCT INSULATION SHALL BE EQUAL 263 CONSTRUCT PRIMARY HEAT EXCHANGER OF ALUMINIZED STEEL.CONSTRUCT SECONDARY O AND EQUIVALENT TO OWENS-CORNING FIBERGLAS FACED DUCT WRAP,SERIES HEAT EXCHANGER OF STAINLESS STEEL WITH ALUMINUM FINS OR OF POLYPROPYLENE 3.1.1. ALL DUCTWORK INSTALLED UNDER THIS CONTRACT SHALL BE WIPED CLEAN PRIOR TO ED 100,FRK-25 HAVING AN APPROXIMATE DENSITY OF 1.0 LB./CU.FT.AND AN LAMINATED STEEL.ALUMINIZED STEEL MULTIPORT IN-SHOT BURNER WITH HOT SURFACE OR INSTALLATION APPROXIMATE THERMAL CONDUCTIVITY OF 0.30 AT 75'F. ELECTRONIC SPARK IGNITION,APPROVED FOR VERTICAL OR SIDEWALL VENTING. 2 41.2 INSULATION SHALL BE TIGHTLY WRAPPED ON THE DUCT WORK WITH ALL 264 AGA LISTED GAS CONTROLS INCLUDING MANUAL MAIN SHUT-OFF VALVE.DOUBLE AUTOMATIC 3.1.2 PROTECT ALL DUCTWORK OPEN ENDS WITH POLY WRAP CIRCUMFERENTIAL JOINTS BUTTED AND LONGITUDINAL JOINTS LAPED 2 GAS VALVES FOR REDUNDANCY AND GAS PRESSURE REGULATOR. $ INCHES AND STAPLED ALL JOINTS SHALL BE SEALED WITH APPROVED 3.2 TESTING $ ADHESIVE.ADHERE INSULATION TO DUCTS WITH 4 INCH WIDE STRIPS OF AN 2.6.5 CENTRIFUGAL TYPE BLOWER FAN STATICALLY AND DYNAMICALLY BALANCED NTH VARIABLE APPROVED BONDING ADHESIVE,AT 18 INCHES ON CENTER.ADDITIONALLY, SPEED,DIRECT DRIVE OR BELT DRIVE FAN MOTOR.PROVIDE LOW ENERGY INDUCED DRAFT 3.2.1 FURNISH ALL LABOR,MATERIAL,INSTRUMENTS SUPPLIES AND SERVICES AND BEAR ALL SECURE INSULATION TO BOTTOM OF RECTANGULAR DUCTS OVER 24 INCHES BLOWER FOR HEAT EXCHANGER PREPURGE AND COMBUSTION GAS VENTING WIDE COSTS FOR THE ACCOMPLISHMENT OF THE TESTS HEREIN SPECIFIED.CORRECT ALL WITH WELD PINS OR STICKCLIPS AT NO MORE THAN 18 INCHES ON CENTER.ALTERNATIVE MEANS OF SECURING INSULATION TO DUCTS WILL BE DEFECTS APPEARING UNDER TEST AND REPEAT THE TESTS UNTIL NO DEFECTS ARE $ PERMITTED,SUBJECT TO THE MANUFACTURER'S RECOMMENDATIONS AND THE 2.66 PROVIDE UNIT WITH 2'THICK 30%EFFICIENT DISPOSABLE TYPE PANEL AIR FILTER AND FILTER DISCLOSED LEAVE THE EQUIPMENT CLEAN AND READY FOR USE.PERFORM ALL TESTS ARCHITECTS WRITTEN APPROVAL. HOLDING RACK WITH A MAXIMUM FILTER FACE VELOCITY OF 500 FPM OTHER THAN HEREIN SPECIFIED WHICH MAY BE REQUIRED BY LEGAL AUTHORITIES OR BY AGENCIES TO WHOSE REQUIREMENTS THIS WORK IS TO CONFORM 2 4.1 3 INSULATION SHALL BE BUTTED WITH FACING OVERLAPPING ALL JOINTS AT 267 PROVIDE SOLID STATE INTEGRAL CONTROL UNIT WITH ALL NECESSARY CONTROLS AND ff • LEAST 2 INCHES AND SEALED WITH APPROVED FIRE RETARDANT VAPOR RELAYS INCLUDING BUT NOT LIMITED TO: 3.2.2 ALL EQUIPMENT AND DUCTWORK INSTALLED UNDER THIS CONTRACT SHALL BE TESTED AND BARRIER ADHESIVE.ALL BREAKS,PUNCTURES AND PIN PENETRATION IN FOUND TIGHT INSULATED OR OTHERWISE CONCEALED EQUIPMENT SHALL BE TESTED FACING,SHALL BE SEALED WITH VAPOR BARRIER TAPE PER THE BEFORE BEING CLOSED IN.ALL LEAKING JOINTS SHALL BE CORRECTED,RE-TESTED AND MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 2.6.7.1. PRESSURE SWITCH FOR AIRFLOW OF FLUE PRODUCTS THROUGH FURNACE FOUND TIGHT. R.W.Sullivan Engineering AND OUT VENT SYSTEM. r®IRS ned Co&.Cwmmomv � iM sand Catty SHMo S,Sib 2U I I I RGLASS BOARD INSULATION 2.6.7.2. ROLLOUT SWITCH WITH MANUAL RESET TO PREVENT OVERTEMPERATURE IN 3.3 TESTING,BALANCING,AND ADJUSTING 80"m a�,smo21 stiff CD BURNER AREA. R M(6t7)523 w wwrrnalimm" 2.4.2.1 RIGID FIBERGLASS BOARD INSULATION SHALL BE EQUAL TO OWENS-CORNING 2.6.7.3. ELECTRIC FLAME SENSOR. AIMMI IOWA0 FIBERGLAS 25 WITH ASJ HAVING AN APPROXIMATE DENSITY OF 4 2 LBS/CU.FT 3 3.1 THE HVAC CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT TEST AND 8'AND AN APPROXIMATE THERMAL CONDUCTIVITY OF 0.25 AT 75'F. 2.6.7.4. BLOWER ACCESS SAFETY INTERLOCK BALANCE FIRM THAT SPECIALIZES IN TESTING AND BALANCING OF HVAC SYSTEMS 0 2' 4' 2.6.7.5. TIMED BLOWER START AFTER MAIN BURNERS IGNITE. 2422. THE INSULATION SHALL BE APPLIED BY USE OF WELD PINS OR STICK CLIPS 2.6,7.6 FACTORY INSTALLED 24 VOLT TRANSFORMER FOR CONTROLS THERMOSTAT. 33.2 BALANCE ALL SUPPLY,RETURN,AND EXHAUST AIR SYSTEMS SERVING THE PROJECT AREA AS e _ c0 H��,. >C C P 0 W V Q _ j• C N f t ^z o 8"0 FRESH AIR DUCT TO EXTERIOR. ! i I TERMINATE WITH 12"0 SEIHO'SFX'VENT CAP. PROVIDE WITH FACTORY POWDER f�)WHITE FACTORY COATING AND !, _ - _ MOTORIZED DAMPER. ��'-— — I • i!` {-•---� � it MD CD-9x9 I i. ro UP TO i t ................. j I 125 FLOOR (�• - f I GRILLE(TYP 5)................................ 0. .........I �\ r, ! ............................... ..... t _. 4,, r0 r0 �i 7-0-0 i FINISHED �I ;' LL i I i r0 E °i I j i Ii I i 7"0 l r-- i FRESH AIR DUCT BETWEEN JOISTS04 �+ REFER TO BASEMENT :I Z } KITCHEN MAKEUP AIR CONTROL PANEL ; I! Z r� i FLOOR PLAN O ON THIS ' ! LU l j �ACSUPPLY MAIN BELOWCEILING j i QDRAWING FOR ; � _ SUPPLY DUCTS UP TO TRUSS BAYS(TYP) I i W i ADDITIONAL SCOPE OF '-- I — I; Q WORK W2204V �� I; °°O _ I U O j L N ' ) 2 �]II I BATH i i~ ! o CL I EF L j e I U J ! i RETURN MAIN BELOW CEILING A U w 24x12 RETURN UP 6"0 `J 6"0 w U Q 6"0 BATH EXHAUST UP � p an p i 24x8 SUPPLY UP j GAS FLUE/INTAKE UP .........................•----................_...................-----....................--•-•--........._.........._--...__.........._....._ ---------....._..__.._ I .............( . I ii I I I ---....................... ..................................i FLOOR ..............._.. i• i 0 UP TO I ................... i GRILL i ................. � ; ; E TYP 5) � O iE.....................:.. ............... CL I i I i i i i /" ;� i i i •" I i ; l i• i i i W ! i i � STAIR i r0 Q Lo Q O EE ; UNEXCAVATED • � � I ! i Z � Lo o� • I W N I I i ..............•--...._......._.. i i i ON EXCAVATED i i W�EX A AT• C ED i I t .. ...................................------............•-•------......._.... i i x I I i I i I i I Ii i ,...............................................: i I. i_.....................------...._......! 8 i............................................ ... ! .i............................................... i $ • I i i E i j I I I I I 1 I BASEMENT FLOOR PLAN W/ WALKOUT FINISHED BASEMENT FLOOR PLAN D SCALE:1/4'=I'-0' 2 • SCALE:1/4'=I'10' R.W.Sullivan Engineering e rEP1W80=1Ip.C4&.C-1'"doeil0 g N�e cac,53wma,sib 214 6o11�I�Mmakwb 01129,11Q1 Rm(61n5nw wmfow w— RMJOe6 1611IMM 0 2' 4' 8' 0 e THE HVAC CONTRACTOR SHALL FIELD COORDINATE EXACT LOCATION OF ACCU UNITS IN THE FIELD WITH THE ELECTRICAL CONTRACTOR AND GENERAL CONTRACTOR TO ALLOW SUFFICIENT WORKING CLEARANCES FOR ELECTRICAL DISCONNECT =_ _ SWITCHES AS REQUIRED PER CODE AND THE LOCAL AHJ. W O c o N W Dcc U V au W t.Z ° ACC I f ---._------------- U 1 I II,I bVD.DE`,K OR r , BLUEsrONE PAVER J i NE - ................ .............................. CEO i, FR-10x6 -- ---� , 25 50 150 L cot I I i' �' --- _ —-_ -� j ..ter�.-_ -. I I 1 I`__%' 25 -I ! (t" ) I. j+I DINING FR-10x8 CED 7'0 150 l l I I fd •t y R P2 I II l TO ! woo o t i 10x10 MAKEUP AIR III \ i • 1000 MUA UP D-�t2xt DUCT DOWN \ j �/ i 07 10"KITCHEN HOOD�ii.I ® t 7 �• ' --, I H Q►� 500 •_.—_ I, 10"0 KITCHEN HOOD —.-- � ___ _I \., �, EXHAUST UP . I:A S I_.t j I VENTLESS GAS FIREPLACE I EXHAUST DOWN ! I g !_IViI 6"0 O t C• /1 10"EXHAUST DOWN •! ?�c;, ., � !. bVAL��-li'f V r— TO KITCHEN HOOD •` I�'� � -__II� �i( ,, i 0 (WITH INTEGRAL V I , -- ! i i 0 f i+I j CD7 5e�ce 6"0BLOWER BY OTHERS) 8x12 DOWN 10x10 MAKEUP AIR !, Z N ;,\ FROM ABOVE (n t}/Y 8x12 UP I \ i U Z ............:: I: 10"0 KITCHEN HOOD I 1 �-� ! W N EXHAUST UP 1 i D \8"0 IGO _ _ L !! x Q�W I RR-10x56 �.--. I? 10 201 11, M tn5 TO AC-1 LOCATION OF FUTURE -- C t0ic8 ' DUCT HEATER i O �� N ! LOW ON WALL + O 24x8 DOWN ® ! T :`I '.! too i 4"0 DRYER EXHAUST L- .; `� �705 ce i .. /� LJL �' V UP TO ROOF tJ C L I C L o Q i 4"0 DRYER EXHAUST i i " J i ; 8 0 BATH � ,—,t C L _ ; DOWN TO WALL BOX � ! ", ., MOTORIZED DAMPER I = w i E)HAUST UP 6"0 BATH EX I UST f 8"0 BATH EXHAUST i iRY I- _F ! FILTER CASSETTE_ STAIR U J w / FROM BELOW , FROM BELOW& INLINE FAN i w Q ~ ! �� ! UP TO ROOF - 8x14 DOWN DUCT SILENCtR i H p ' I _ nit LI D _,Om c�.6xs s•m i i GAS FLUE/INTAKE DOWN I i 6.,0 x12 D 14 UP _ 24 i i CD-8x8 ! / FRS I� 6"0 B i r}, 50 1 ; ; 100 6.0 \ TF—lix8 I i GAS FLUE/INTAKE UP-�;f i GAS FLUE/INTAKE .'` i �I ' hie UP&DOWN - I y� L .I ............................ � I ABOVE 000R i O ' ; I j STAIR WALK-IN 4........ WALK-N I , , CL I CL i I� I i i \ �•` .... i `+/ t I Q O i i I i ! i ! GARAGE ! FOYER i iLO 8"0 ' € FR-t Ox6 ; BEDROt M#2 BEDROC 1#3 ; a) IN Ij 15o I f y I I I I ®� I I I ................................ Vm II I A I I I C a it tfE`jTONE i ! i O o it _ _ i' - : ............ ...... ........................... ....---................--------....................._.. �................ i _ _ ........... I i 7 ! I I I I I t I I I ! I I I I SECOND FLOOR PLAN FIRST FLOOR PLAN 2 SCALE-I/4•=V-0• • SCALE:1/4'=I'-0• 0 R.W.Sullivan Engineering NEPIR80m cam.Cawm q nMsd..ecd ff.53Vw3,%*M Bo taR Wt 011241107 Fbm(61n0= WWIMYN- RMJ MI bsaM 0 2' 4' 8' 0 pb _ N ZZLU m Ea {LI� C O N U N > C P_ 0 W V Q �� OGOW ct o = C 0 og N V ^Z O U ► i � I i j I I i I 02 v9 X. 12FES - -- - _ ------- --—-- ---— -- Q ............. LL 10"0 KITCHEN HOOD EXHAUST FROM ® i .— BELOW TERMINATE WITH ROOF CAP �• I GREENHECK'FGI'GRAVITY INTAKE WITH WITH 16" Q ....................... ROOF CURB.10x10 MAKEUP Z > 0 4"0 DRYER VENT FROM BELOW. �!� AIR DUCT DOWN(500 CFM) Q = r-- TERMINATE WITH ROOF CAP a fy J L1J LU V Q N 0 I 8"0 BATH EXHAUST FROM BELOW. TERMINATE WITH ROOF CAP i GAS FLUEANTAKE FROM BELOW .H TERMINATE WIT \ i L— CONCENTRIC FITTING \ i 0 \ i z _ , Lo ON Q O • _ Lo N O N N o N s O ..................................................•••--.........-----•---•-------•---.......... -------------- i i IL i -a C4 `**4 cl p I I p I I I I I I I I I I I I � ' O ROOF PLAN SCALE:1/4'=1'-0" R.W.Sullivan Engineering p n»suFs 'sms.,W o eodx rm12a11m Fh=(61n5WWAIRMMS IMM 0 2' 4' 8' 0 e R GENERAL NOTES FIRE PROTECTION LEGEND 1 THIS IS A PERFORMANCE SPECIFICATION IT REQUIRES PERFORMANCE OF DESIGN WORK PREPARATION SYMBOL ABBR. DESCRIPTION AND SUBMISSION OF DRAWINGS,PROCUREMENT OF APPROVALS,AND PROVISION OF COMPLETE SPR SPR SPRINKLER PIPING FUNCTIONAL SYSTEM OF AUTOMATIC SPRINKLERS AS A RESULT,THIS SECTION SERVES DUAL PURPOSES OF PROVIDING SPECIFICATIONS AND INDICATING DESIGN CRITERIA FOR CONTRACTOR'S USE AND �_\JI GUIDANCE IN PREPARING SPRINKLER DRAWINGS AND OTHER DOCUMENTATION FOR REVIEW. DR DR DRAIN PIPING RINKLER PIPE f;ise 2 CONTRACTOR SHALL REFER TO THE FIRE PROTECTION SPECIFICATIONS FOR THE FULL REQUIREMENTS fXf OSBY OUTSIDE SCREW&YOKE VALVE W/TAMPER SWITCH INSULATION TO R30 OF THIS SECTION. z=WED TO WALL STUDS PIPE CAP H O ; 0 3 ALL EXPOSED SPRINKLER PIPING SHALL BE INSTALLED AS TIGHT TO FINISHED WALLS AND CEILING �H SURFACES AS POSSIBLE. �-r PIPE CONTINUATION Q W U o o Q W 4 WHERE SPRINKLER HEADS ARE INSTALLED IN TILED CEILING,ALL HEADS SHALL BE LOCATED IN THE PIPE UP THRU SLAB OF FLOOR ABOVE V = t 0 g CENTER OF THE TILE -♦ ^ �j 5. ALL SPRINKLER HEADS SHALL BE PIPED IN AN ARM-OVER FASHION FROM THE SPRINKLER MAIN OR PIPE DOWN THRU FLOOR SHOWN V Z WALL OF HEATED SPACE 2x4 WALL STUDS BRANCH THAT SERVES THEM.SEE SPRINKLER ARM OVER DETAIL. .� PIPE DROP OR RISE CUT 6. EACH INDIVIDUAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SETTING ALL SLEEVES VIF VERIFY IN FIELD INSULATION DAM AT SPRINKLER PIPE ALLOWW HEATT T TO RI E AS REQUIRED THROUGH ALL FULL HEIGHT AND RATED PARTITIONS.ANY CORE DRILLING REQUIRED BECAUSE OF O SE INTO WALL AS REQUIRED TO CREATE WALL CAVITY CREATED BY INSULATION FAILURE TO DO THIS WORK WILL BE AT THIS CONTRACTOR'S EXPENSE.IF PARTITIONS ARE NTS NOT TO SCALE CAVITY SHEETROCKED OR TAPED AND SPACKLED PRIOR TO THE INDIVIDUAL CONTRACTOR INSTALLING SLEEVES, 1.D REQUIRING THE WALLS TO BE CUT OPEN AND SLEEVES BE SET.THEN ALL REMEDIAL WORK NECESSARY SIDEWALL SPRINKLER 3T TO REPAIR WALLS SHALL BE AT THIS CONTRACTOR'S EXPENSE. ELECTRIC BELL 7 THE FIRE PROTECTION CONTRACTOR SHALL SLEEVE AND SMOKE/FIRE STOP ALL PENETRATIONS co REQUIRED FOR THE INSTALLATION OF THE SPRINKLER SYSTEM. 8. SPRINKLER SUBCONTRACTOR SHALL VERIFY ALL SPECIFIED DESIGN CRITERIA WITH BUILDING OWNERS INSURANCE PROVIDER AND INCORPORATE ANY COMMENTS INTO THEIR DOCUMENTS TO BE APPROVED - v EXTERIOR WALL CPVC SPRINKLER PIPE 9 SPRINKLER SYSTEM SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH NFPA 13D(CURRENT SOLID BATT INSULATION TO R30 APPLICABLE EDITION)REQUIREMENTS AS THE MINIMUM. ` b�10 PROVIDE ADDITIONAL SPRINKLERS BELOW DUCTWORK,PIPING AND OTHER OBSTRUCTIONS,WHERE REQUIRED,IN ORDER TO ACCORDANCE WITH NFPA 3D(ACHICURRENT APPL CPROPER IABI LE EDIOT VERA ON).GE AND DISCHARGE PATTERNS IN � WALL OF HEATED SPACE 2x4 WALL STUDS � 11 SPRINKLER HEADS ARE SHOWN FOR COORDINATION PURPOSES WITH ARCHITECTURAL REFLECTED o� �► CEILING PLANS.THIS CONTRACTOR SHALL ESTABLISH FOR HIMSELF,THE EXACT QUANTITY OF HEADS REQUIRED FOR THIS PROJECT AND THE EXACT EXTENT OF WORK REQUIRED ESS ALLOWW HEATT INSULATION DAM AT SPRINKLER PIPE CUT EA TO RISE INTO WALLL 12. ALL SPRINKLER HEAD TEMPERATURE RATINGS SHALL BE COORDINATED BY THE FIRE PROTECTION CAVITY CREATED BY INSULATION AS REQUIRED TO CREATE WALL SUBCONTRACTOR RELATIVE TO THE INTENDED USE OF EACH ROOM/AREA IN WHICH THE SPRINKLER CAVITY HEAD(S)ARE LOCATED. LOOSE INSULATION TO R30 HYDRAULIC DESIGN CRITERIA � SIDEWALL SPRINKLER 13. THE FIRE PROTECTION SUBCONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT AND MOST 0 J HYDRAULICALLY REMOTE AREA OF EACH FLOOR IN WHICH TO LOCATE INSPECTOR'S TEST STATION AND '- REQUIRED DRAIN ,,W < N NOTE: 14 SPRINKLERS IN WATER HEATER AND UNIT HEATER ROOM TO BE 212'(F)RATED. PROVIDE AUTOMATIC SPRINKLER SYSTEMS OVER ENTIRE FLOOR EXCEPT NONCOMBUSTIBLE, v W } SPRINKLER PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES SHALL BE PROTECTED TO MAINTAIN THE NON-ACCESIBLE VERTICAL SHAFTS USED FOR PIPING DUCTS,ANDIOR ELECTRICAL EQUIPMENT. J EXPOSED PIPING RUN AT A MINIMUM TEMPERATURE OF 40 DEGREES BY THE USE OF PROPER THERMAL INSULATION. SYSTEM SHALL BE BASED ON NFPA STANDARDS AND ACCORDING TO THE FOLLOWING GENERAL THE GENERAL CONTRACTOR,INSULATION CONTRACTOR AND FIRE PROTECTION CONTRACTORS SHALL GUIDELINES: Z 4 CV COORDINATE TO IDENTIFY THE LOCATIONS REQUIRING INSULATION AND THE INSTALLATION OF SPRINKLER PIPING HALL BE LOCATION DENSITY AND AREA O H N AND INSULATION TO INSURE ALL CONDITIONS ARE MET.INSULATING THE PIPE FROM THE COLD SIDE S BASED ON MAINTAINING THE SPRINKLER WATER AT A MINIMUM OF 40 DEGREES F WHEN THE COLD AREA IS AT 0 0.10 GPM/FT2/OR DISCHARGE OF V DEGREES F AND THE WARM HEATED AREA IS MAINTAINED AT 55 DEGREES F.THIS CONTRACTOR SHALL BE E RESIDENTIAL UNITS 4 HEADS WHICHEVER IS GREATER W Z W RESPONSIBLE FOR INSPECTING THE WORK OF EACH TRADE TO ASSURE THAT INSULATION TO PROTECT SPRINKLER U PIPING FROM FREEZING IS PROPERLY INSTALLED WITH OTHER TRADES PER NFPA 13 � J Z IN AREAS WHERE SEVERAL DIFFERENT OCCUPANCIES EXIST,THE SPRINKLER O Q O (1) SYSTEMS SHALL BE DESIGNED TO MEET THE MOST HYDRAULICALLY DEMANDING Z 0:� Z 0 3 PLAN VIEW SPRINKLER PIPING IN WALL INSULATION NTS DENSITY AND AREA REQUIREMENTS.PROVIDE A MINIMUM 10 PSI CUSHION FOR ALL O W Z HYDRAULIC CALCULATIONS. W ui W� o a in N 0 SPRINKLER HEAD SCHEDULE SYMBOL TYPE DESCRIPTION MANUFACTURER MODEL/SN COMMENTS/DESCRIPTION _ RESIDENTIAL HORIZONTAL TYCO SERIES LFII/TY2334 QUICK RESPONSE,STANDARD COVERAGE,4.4K FACTOR,155'F RATED 0 SIDEWALL WITH RECESSED ESCUTCHEON e _ RESIDENTIAL CONCEALED TYCO SERIES LFII/TY2524 CHROME PLATED,WHITE COVER PLATE,QUICK RESPONSE,STANDARD a ^` SPRINKLER COVERAGE,4.9K FACTOR,1607 7� O - UPRIGHT SPRINKLER TYCO SERIES TY-FRB/TY3131 QUICK RESPONSE,STANDARD COVERAGE,5.6K FACTOR,155'F.WITH Z MODEL G1 GUARD&200'F RATING IN MECHANICAL ROOMS. 1'x 1/2'REDUCING TEE OR � = � N ELBOW THE FIRE PROTECTION SUBCONTRACTOR SHALL COORDINATE THE FINISHES OF ALL SPRINKLER HEADS WITH THE ARCHITECT PRIOR TO THE START OF WORK O Q O ALL BLACK STEEL SCHEDULE 40 m PIPING,TYPICAL � WAl PROVIDE LENGTH TO I I I I I 1 1 I SUIT � Z �/ N IIII I I PROVIDE LENGTH TO SUIT o N SPRINKLER BRANCH N� PROVIDE LENGTH TO NE OR MAI SPRINKLER CUP SUIT 0 ASSEMBLY O ^, 1'REDUCING COUPLING TO N CEILING SPRINKLER HEAD q O PUSH-0N/THREADOFF FLAT COVER PLATE ASSEMBLY O CEILING 0 NOTES: m R.W.Sullivan Engineering 1.ADJUST SPRINKLER DROPS AS NECESSARY TO CLEAR OBSTRUCTIONS SUCH AS THE CEILING ke/W gyp„ C*ft,Cmpbtp GRID SYSTEM,LIGHT FIXTURES,HVAC DUCTWORK DIFFUSERS,GRILLS,ETC. %S*ACsw.53MW9L&ft2M 2.REFER TO THE FLOOR PLANS FOR SPRINKLER HEAD TYPES. ®om4ftteduaelb 0212E`1101 0 p."(617)www r.r nmm RWS)WO 160166A0 2 CONCEALED SPRINKLER NTS 1 SPRINKLER HEAD ARM OVER DETAIL NTS 0 2' 4' 8' 0 e PART 1-GENERAL initiated.During this period,the Contractor shall make a minimum of(2)visits to the site([6]months after acceptance and f All gauges and test connections immediately prior to the end of the guarantee period)These visits shall be performed in the presence of the Owners g. Pipe sleeves,wall and ceiling plates and escutcheons 1 01 RELATED DOCUMENTS representative.During each visit,the Contractor shall thoroughly check all equipment for proper operation and respond to h. Fire stopping and smoke stopping, A. All of the Contract Documents,including General and Supplementary Conditions and Division 1-General Requirements, any list of deficiencies prepared by the Owner Formal reports shall be generated and forwarded to the Department of I. Access panels shall be included in,and made part of,this Section Physical Plant and Architect's Office describing the systems in Y rig y specked,data of inspection and status of equipment j. Valve tags,pipe identification. F. Fire sprinkler shop drawings shall include location and sizes of piping,heads,guards,flushing connections,drains,test 1 02 DESCRIPTION OF WORK 1.07 GIVING INFORMATION stations,alarm valves,bells,gongs,and all other items as listed in NFPA#13(2013)and FM Data Sheets. A Carefully examine all of the Contract Documents,cntena sheets and all other Sections of the specifications for requirements A. Fire Protection Subcontractor shall keep himself fully informed as to the shape,size and position of all openings required for G. Piping drawings showing layouts of piping systems shall contain sufficient plans,elevations,sections,details and schematics co which affect work under this Section,whether or not such work is specifically mentioned in this Section his equipment and shall give information to the General Contractor and other Subcontractors sufficiently in advance of the to dearly indicate the work They shall be 1/8"=1'-T scale(minimum)unless specified otherwise elsewhere.Provide larger B. The work under this Contract shall include all labor,materials,tools,equipment,transportation,insurance,temporary work so that all openings may be built in advance scale details as necessary or as requested.Drawings shall show all elements of Architect's reflected ceiling plan,exposed protection,supervision and incidental items essential for proper installation and operation,even though not specifically ductwork,walls,partitions,diffusers,registers,grilles,fire dampers,sleeves and other aspects of construction as necessary mentioned or indicated on the drawings,but which are usually provided or are essential for proper installation and operation, 1 08 EQUIPMENT AND MATERIALS for coordination. of all systems as indicated on the drawings and specified herein. A. Equipment and materials shall be delivered to the site and stored in original sealed containers,suitably sheltered from the H. Prior to final shop drawing submittals,prepare separate SPRINKLER HEAD LOCATION DRAWINGS showing all sprinkler Z Z W m C. Coordinate work with that of all other Trades affecting or affected by the work of this Section.Cooperate with such Trades to elements,but readily accessible for inspection by the Architect until installed.All items subject to moisture damage such as head locations and submit them to Architect for review.These drawings shall show locations of all sprinkler heads and all W t9 at c' u assure the steady progress of all work under the Contract controls shall be stored in dry,heated spaces Equipment such as control panels shall be energized after the equipment is required dimensions,etc.,and shall show sprinklers,lights,HVAC diffusers and ceiling tile patterns as shown on the 44-►= >o a D. The cations and drawn describe the minimum Architectural reflected ceiling drawings. p W V ¢- 6.o specifications drawings requirements that must be met by the Fire Protection Subcontractor received by the Fire Protection Subcontractor for the installation of all work as shown on the drawings and as specified here-in-under and in other Division 21 00 00 B Equipment shall be tightly covered and protected against dirt,water,and chemical or mechanical injury and theft.At the I. Hydraulic calculations shall be per applicable NFPA standards and FM Data Sheets.Calculations shall include all items ag o i++ o t w g Sections.The following major items of work are included under Division 21 00 00: completion of the work,equipment and materials shall be cleaned and polished thoroughly and turned over to the Owner in a listed in Chapter 22 of NFPA#13(2013)as the minimum requirement and all hydraulically remote areas calculated shall be O ~ E c C 1. Underground pipe connections/piping/fittings/devices/etc condition satisfactory to the Architect.Damage or defects that develop before acceptance of the work shall be made good at dearly indicated on the drawings submitted for review. V 41 = Z v 2. Complete automatic wet pipe fire sprinkler systems the Fire Protection Subcontractors expense V ^Z `o 3. Automatic sprinkler heads. C The Fire Protection Subcontractor shall make necessary field measurements to ascertain space requirements,for equipment 1 24 FIRESTOPPING AND SMOKESTOPPING °Q U ft 4. Sprinkler accessories. and connections to be provided under his respective Trade and shall furnish and install such sizes and shapes of equipment A. The Fire Protection Subcontractor shall provide fire-stopping and smoke-stopping of all plumbing penetrations where required 5. Sprinkler system drains as shown and/or required to allow for the final installation to conform to the drawings and specifications by Code and as determined by the Architect 6. Pressure switches. D Manufacturers directions shall be followed completely in the delivery,storage,protection and installation.Promptly notify the B The Fire Protection Subcontractor shall review fire-stop or smoke-stop systems provided under Division 07-Fire-Stopping 7. Tamper switches. Architect in writing of any conflict between any requirements of the Contract Documents and the manufacturers directions and provide same as specified under Division 07. 8. Escutcheons and head guards Obtain the Architects written instructions before proceeding with the work Should Fire Protection Subcontractor perform any C Where pipes are installed thru sleeves,the sleeves shall be of sufficient size to provide 1/2"air space around the pipe 9. Hydraulic calculations verifying pipe sizing work that does not comply with the manufacturers directions or written instructions from the Architect,he shall bear all costs passing through the sleeve and all openings shall be sealed,smoke-stopped and made tight R I' 1D10. Core drilling of holes up to and including 12"diameter arising in correcting any deficiencies that should arise. D Where core drilling has been provided,the core shall be of sufficient size to provide 1/2"air space around the pipe passing S 11. Sleeves,inserts and hangers. E All equipment of one type(such as sprinkler heads,control valves,etc.)shall be the products of one manufacturer. through the core hole and all openings shall be sealed,srr and made tight &0k0-6tDpped 12. Staging and planking. F Equipment pre-purchased by the General Contractor on behalf of the Owner or by the Owner himself,d assigned to the Fire E Where sleeves are installed for future i installation,all sleeves shall be sealed,smoke-stopped �� ® f 13. Testingand certificates pipe pped and made tight �i Protection Subcontractor,shall be received,installed,tested,etc.,as rf the equipment was purchased by the Fire Protection Co � ` 1. 14. Valve tags and charts. Subcontractor All guarantees,service contracts,etc.,shall be the same as for all other equipment provided under this 1 25 STAGING 15. Spare heads in cabinet,wrenches. Contract A. Refer to Section 01500 of Division 1-General Requirements for the requirements of this Section 16. Hoisting,rigging,setting of all piping and equipment G Refer to Section 01 25 00 of Division 1-Substitution Procedures for the requirements of this Section 17. Fees permits,royalties,guarantees,submittals to and approvals from Department,and all other State and Local H The manufacturers listed within this specification have been preselected for use on this project Where equipment of a * 6� :�; J ) Authorities exercising jurisdiction over this project substitute manufacturer differs from that specified require different arrangements or connections from those shown,it shall be 1 26 PIPE SLEEVES AND ESCUTCHEONS 18. Complete coordination of soffit systems as required with the Architect fhe responsibility of the Subcontractor responsible for the substbAon to modify the installation of the equipment/syetem to A. Where pipes pass through all wall or floors,the Fire Protection Subcontractor shall provide and set individual sleeves for .� ��. 19. Fire Protection connections to HVAC,Plumbing,Electrical,Fire Alarm,ATC/DDC control equipment,and Owner operate properly and in harmony with the original intent of the drawings and specifications.Should the Fire Protection each pipe and all other work under his charge,as necessary for passage of all pipes.Sleeves shall be of sufficient size to � �,,.. L fumishad equipment Subcontractor wish to propose a substitution during the bid period,such request shall be made in writing to the Architect,no provide'A inch air space around the pipe passing through iL All openings shag be sealed,smokeproofed and made tight The y`a' k1 20. Utility/Municipal/Fire Department related back charges. less than seven(7)working days,prior to bid date.If subsbtiutions are deemed acceptable,such items shall be issued on as Fire Protacbon Subcontractor shall be responsible for the exact location of sleeves provided under this Contract and shall es �i► 21. Cleaning,Testing and adjustment of equipment an Addendum by the contactor,prior to bid due date The above requirement is mandatory. coordinate all requirements for piping sleeves. `®p_ 22. Permit fees,etc. I All substihrtions shall be accompanied by a completed Substitution Request Cover Sheet contained within this section of the B All exposed piping penetration of walls,floors,and ceilings shall be fitted with escutcheons. � L' 23. Firestopping,fire-proofing,smoke stopping and waterproofing of all Fire Protection piping and equipment where specifications. chi required. J. The Fire Protection Subcontractor shag furnish and install all equipment,accessories,connections and incidental items 1 30 DESIGN CRITERIA o 4L �24. Hangers,supports,mechanical channels and all appurtenances required for installation of Fire Protection equipment necessary to fully complete the work under his Contract for use,occupancy and operation by the Owner. A. All fire sprinkler systems and all components,piping,valves,sprinkler head locations,temperature ratings,detectors, © - 25. Protection of piping and equipment from freezing as required by NFPA 13 and FM Global Data Sheets. K All equipment and materials required for installation under these specifications shall be new and without blern ish or defect conductors,devices etc.,shall be designed in accordance with NFPA13 D.and the Building Code,the requirements of all IT ES Sl 26. Access doors Equipment and materials shall be products which will meet with the acceptance of the Authorities having jurisdiction over the applicable NFPA Standards and governing the installation of fire protection systems for this Contrail.The Fire Protection 27. Shop Drawing Submittals work and as specified hereinbefore.Where such acceptance is contingent upon having the products listed or labeled by FM. Contractor shall submit all shop drawings,calculations and other materials simultaneously to the Town/City of Rye Brook,NY 28. Coordination Drawings. UL or other testing laboratories,the products shall be so listed or labeled Where no specific indication as to the type or Fire Department,Building Department,Ardhitect,Engineer for review. 29. Record As-Built Drawings. quality of material or equipment is indicated,a first class standard article shall be provided. B. The fire protection work is shown mostly on the Fire Protection Drawings.The docunents for all other systems to be installed 30. All fire protection system acceptance tests.[Expensive option-coordinate with owner.] L. All Equipment of one type(such as valves,heads,etc.,)shall be the product of one manufacturer,unless noted otherwise in must also be considered as a part of the Fire Protection work Each bidder for work under this Section of the specifications 31. Operation and Maintenance Manuals. this NO 32. System Start-Up,Demonstration and Training.Typically only required on larger projects. specification. shall establish for himself,the exact quantity of sprinkler heads detectors,devices and other equipment that is required for � 33. Contractors certificate of completion the project in order to provide approved fire protection systems as required by the Contract Documents.Refer to the 0 1.09 USE OF PREMISES Architectural reflected ceiling plans for preferred sprinkler head locations.Additional sprinkler heads and other equipment 1*4 34. Seismic restraints. A The Fire Protection Subcontractor shall confine all apparatus,storage of materials and constriction to the limits as directed required shag be provided as part of this Contract as required,to satisfy the requirements for the hazard stated.The Fire Z 35. Assist in commissioning. by the Architect and he shall not encumber the premises with his materials.The Fire Protection Subcontractor shall be held Protection Contractor is directed to examine all contract drawings in detail.Various equipment configurations and Z }' responsible for repairs,patching,or cleaning arising from any unauthorized use of premises arrangements will be constructed that will require special fire sprinkler design considerations.Failure of fhe Fire Protection O Z � V1 . 1.03 RELATED ARK B In storing materials within areas(structure or ground),or when used as a shop,the Fire Protection Subcontractor shag Contractor to examine all areas that will require special considerations and misinterpretation of the contract documents CV A Related Work consult with the Consbvcbon Manager and shall restrict his storage to space designated for such purposes.The Fire resulting therefrom shag be entirely his responsibility. U �-- i 1. For work related to and to be coordinated with the Fire Protection work,but not included in this Section.and required Protection Subcontractor will be held responsible for repairs,loss,patching or cleaning arising from any unauthorized use of UJ Q to be performed under other designated Sections or Divisions,see the following the premises. 1 31 START-UP AND COMMISSIONING OF SYSTEMS O U ) a. Division 01-Commissioning C Notwithstanding any approvals or instructions which must be obtained by the Fire Protection Subcontractor from the Architect A The Fire Protection Subcontractor,as applicable,shall commission and set in operating condition all major equipment and L.L C b. Division 03-Section Cast-In-Plaos Concrete _ C C. Division 04-Section Mason Mortar and Grout m connection with the use of the premises,the responsibility for the safe working conditions at the site shall remain that of systems,m the applicable. Masonry the Plumbing Subcontractor.The Architect,Engineer or Owner shall not be deemed to have an re Preserve of the equipment manufacturers ent representatives.s,n a icable,and the Owner and Architect's � y responsibility or liability in representatives In no case will major systems and equipment be commissioned by any of the Subcontractors forces alone, � U u.l d. Division 05-Section Miscellaneous Metals connection with safe working conditions at the site. without the assistance or presence of the equipment manufacuuers. LU Z V e. Division 07-Penetration Fire Stopping B. A writisn report shag be issued by the particular equipment manufacturer and the Fire Protection Subcontractor summarizing LU CL f. Division 07-Thermal Insulation 1 10 PROTECTION rig W O Q g. Division 08-Section Access Doors and Frames A Materials, i nklers,equipment �resifts of�commissioning and performance of each system for the Architect's record.No additional compensation will Z- � h. Division 22-Plumbingpiping. q pment,control panels eto.,shall be properly protected during construction and all openings be allowed for any Contractor for such services shall be temporarily dosed so as to prevent obstruction and damage Post notice prohibiting the use of all systems provided O L.L prior to completion under the Fire Protection Contract, letion of work and acceptance planes of all systems by the Owner except as PART 2-PRODUCTS � I. Division 23•Heating Ventilating and Air Con LUj. Division 28•Electrical otherwise instructed by Architect Take precautions to protect all materials furnished from damage and theft U w B. The Fire Protection Subcontractor shall furnish,place and maintain proper safety guards for the prevention of accidents that 2.01 PIPE AND FITTINGS Q h 0 1.04 PERMITS,FEES AND TAXES might be caused by the workmanship.materials,equipment or Fire Protection systems provided under his Contract A Piping shall meet applicable ANSI or ASTM standards requirements and shall have manufacturers name and standard A Fire Protection Subcontractor for the work in his scope of work shall give all necessary notices,obtain all permits,pay all marked on each length Unless specified otherwise below,joints shall meet applicable ANSI and ASTM standards governmental taxes,fees and other costs in connection with his work;file for necessary approvals with the jurisdiction under 1.11 DAMAGE TO OTHER WORK requirements More ANSI and ASTM standard does not exist,joints and fittings shall bear UL fisting and FM approval which the work is to be performed.Fire Protection Subcontractor shall obtain all required Certificates of Inspection for his A The Fire Protection Subcontractor shall be held responsible and shall pay for all damages caused by his work to the building symbols. respective work and deliver same to the Architect before request for acceptance of his portion of work is made and before structures,equipment,apparatuses,systems,etc.,and all work and finishes installed in the building.Repair of such damage B. Piping for all wet pipe automatic fire sprinkler systems regardless of size shall be Schedule 40 black steel. final payment shall be dorm by the General Contractor at the expense of the Fire Protection Subcontractor,to the Architect's satisfaction C. Piping for use with grooved end fittings shall be roll grooved without metal removal or as per manufacture requirements 1 05 REFERENCES locating engaging Pr Mechanical tee type hole-cut branch connections,with locati collar e i into hole and with standard assure 1.12 CORRECTION OF WORK responsive gaskets and nuts and bolts;or outlet couplings.with outlets grooved or threaded with standard pressure L- A- All materials and workmanship shag comply with all applicable Codes,Specifications,Local and State Ordinances,Industry A The Fire Protection Subcontractor shall promptly correct all work provided under his Contract and rejected by the Architect as responsive gaskets and bolts and nuts shall be UL listed and FM approved,and rated for 500 psi on piping 3'and larger,and 0 Standards and all other Regulations,latest editions. defective or as failing to conform to the Contract Documents,whether observed before or after completion of work,and 300 psi on piping under 3'in size and shall all be of one manufacture.No strap,snap and or one bolt outlet fittings will be 0 B. In case of difference between Building Codes,State Laws,Local Ordinances,Industry Standards and all other Regulations whether or not fabricated,installed or completed. permitted. and the Contract Documents,the Fire Protection Subcontractor shag promptly notify the Architect in writing of any such E. Standard cast iron black(CIB)sprinkler pattern screwed fittings shall be used on all piping 2'and smaller and may be used difference. 1.13 EXTRA WORK on larger sizes. y C. In case of conflict between the Contract Documents and the requirements of any Code or Authorities having jurisdiction,the A No claim for extra work will be allowed unless it is authorized by the Architect in writing before commencement of the extra F. All pipe and fittings exposed to the weather shall be fully galvanized regardless of size and/or type. most stringent requirements of the aforementioned shall govem. said woriL G. All water based suppression system piping shag be pitched back to toward the point of supply regardless of any requirements Z D. Should the Fire Protection Subcontractor perform any work that does not comply with the requirements of the applicable of any Codes and/or Standards and/or any references to the contrary. Building Codes State Laws,Local Ordinances,Industry Standards and all other Regulations,he shalt bear all costs arising in 1.21 RECORD DRAWINGS/AS BUILT DRAWINGS H. CPVC pipe and fittings to be as follows: cortecbng the deficiencies,as approved by the Architact/Owaner A The Fire Protection Subcontractor shag maintain current at the site a set of his drawings on which he shall accurately show 1. CPVC fire sprinkler pipe and fittings shag meet cell class 23547 and 24447,respectively,as defined by ASTM D1784, E Applicable Codes and Standards shall include all State Laws,Local Ordinances,and all other Regulations and the the actual installation of all work provided under his Contract indicating hereon any variation from the Contract Drawings,in and shall be certified by NSF International for use with potable water.Both pipe and fitting compounds shall be I = -V N applicable requirements of the latest adopted edition of the following Codes and Standards,without limiting the number,as accordance with the General Conditions and Division 1.Changes,whether resulting from formal change orders or other pressure rated by Plastics Pipe Institute(PPI). O r- follows instructions issued by the Architect,shall be recorded.Include changes in sizes,location,and dimensions of piping, 2. Pipe shall meet or exceed the requirements of ASTM F442 in standard din onion ratio(SDR)13.5. • 1 Local and State building,plumbing,mechanical,electrical,fire and health department codes. equipment fixtures,etc 3. Fittings shall meet or exceed the requirements of ASTM F437(schedule 80 threaded),ASTM F438(schedule 40 L r- 2. National Fire Protection Association(NFPA) B. The Fire Protection Subcontractor shag indicate b colon progress y g_in various piping,equipment and associated socket)and ASTM F438(schedule 80 socket). � 1 3. FM Global(FM) appurtenances exactly as they are erected.This process shall incorporate both the changes noted above and all other 4 Both pipe and fittings shall be Listed by Underwriters Laboratories for use in wet automatic fire sprinkler systems and ` ^` 4 Underwriters'Laboratories(UL) deviations from the original drawings whether resulting from job conditions encountered or from any other causes. shall bear the logo of the Listing Agency.See UL Fire Protection Equipment Directory,categories VIWf and HFYH. � W 5 Occupational Safety and Health Standards C. The marked-up and colored-up prints will be used as a guide for determining the progress of the work installed.They shall LO 6 [NY)Building Code be inspected Periodically by the Architect and Owner and they shall be corrected immediately if found either inaccurate or 2.02 PIPE SLEEVES AND ESCUTCHEONS I Z CZ N 7. [NY]Fire Protection Code incomplete.This procedure is mandatory. A The Fire Protection Contractor,for work under his charge,shag determine the diameter of each individual wag opening or • 8 All other standards applicable to this particular state Failure to comply with this requirement could result in a reduction of the monthly payment requisition recommended sleeve before ordering,fabrication or installation. E in these specifications,references made to the following Industry Standards and Code Bodies are intended to indicate the D. At the completion of the job,these prints shall be submitted to the General Contractor and then to the Architect for final B Sleeves and inserts shall not be used in any portions of the building where their use would impair the strength or construction o W N latest volume or publication of the Standard.All equipment,materials and details of installation shall comply with the review and comment The prints will be returned with appropriate comments and recommendations.These corrected prints, features of the building.Elimination of sleeves must be approved by the Archibect C r- requirements and latest revisions of the following Bodies,as applicable: together with corrected prints indicating all the revisions,additions and deletions of work,shall form the basis for preparing a C Except where noted otherwise in this paragraph provide chrome-plated brass escutcheons with set screw for exposed pip►h9, I 1 ANSI American National Standards Institute set of As Built Record Drawings in all areas.In mechanical rooms use plain brass or cast iron escutcheons suitable for painting.All escutcheons shag be a 2. ASME American Society of Mechanical Engineers E The Fire Protection Subcontractor shall be responsible for generatng As Built Record Drawings utilizing CAD based sized to fit the bare pipe or insulation in a snug and neat manner.All escutcheons shall be equipped with a means of J 3. ASTM American Society of Testing Materials documents in AutoCAD(REVIT)patest version)format A bound set of plans,as well as the computer files,on disk shall be securing the escutcheon to the piping or the covering.They shall be of sufficient size to cover sleeved openings for the pipes 4 FM FM Global(Factory Mutual) turned over to the Architect for review.After acceptance of the Aa Built documents by the Architect',the Fire Protection and of sufficient de to cover sleeves 5. NEMA National Electrical Manufacturers Association depth projecting above floors or beyond walls.Escutcheons shall be as manufactured by Subcontractor shell make any corrections necessary to the As Bolt documents and prepare one reproducible set of Beaton and Caldwell,Dearborn Brass or Grinnell m (A 6. UL Underwriters'Laboratories,Inc. drawings as well as bound blueprint sets)(quantity as determined by the Architect)for distribution to the Owner via the E. Pipe sleeves shall be set as follows. � O Architect. 1. Set sleeves 1 inch above finish floor(6 inches at penthouses and mechanical rooms)and flush on each side of walls, F Specific reference is made to the following NFPA Standards and FM Data Sheets which shall govern provision of work as F The Fire Protection Subcontractor may use the computer drawing files used for coordination drawings or obtain the except sleeves through floor occurring in walls and partitions shall terminate flush with finish floor. specified: Engineers most recently updated computer drawing files.The updated drawings may not include all changes made during F. Sleeves shall be set securely in place before concrete is poured. 9 1 No 13 Installation of Sprinkler Systems. the course changes of construction and it shall be the Fire Protection Subcontractor responsibility to update the As Built documents to brought forth to the project resulting from bulletins,request for information(RFI s),change orders,etc. 2.03 VALVES s 11,41 2 No 25 Inspection,Testing,and maintenance of weber based Fire Protection Systems. The Engineer will not be responsible for updating the computer files. A With the exception of drain and trim valves,all valves shall be UL gated and FM approved and from one manufacturer 3 FM 2-0 Installation of Sprinkler Systems(NFPA) G. Included with the above shag be a complete drawing list and a standard layering system,which shall be required to be B. Check valves shag be: I 1.06 WARRANTY maintained within the As.Built Record AutoCAD(REVIT)(latest version)documents. 1. Iron body,bronze mounted swing check with flanged ends,176 psi,21/2'in size up to 8'size;or H. The As Built AutoCAD(REVIT)(latest version)documents required shall be in addition to other requirements stated 2. Iron body,spring actuated,wafer check 250 Psi.sizes 4'through 8";or H Refer to provisions of the General Requirements and Supplementary General Requirements in Division 1 regarding elsewhere. warranties for work under this Contract 3. Grooved end,iron too I All warranties shall begin this the Data of Substantial Completion of the antra project or the Owners acceptance of the 1 22 SHOP DRAWING SUBMITTALS d2 spring activl be 250 psi,sizes through 6'. 4. All check valves up to 2'in size shall be all bronze with screwed ends C. Trim Valves:(for use on inspectors test set ups,alarm check valves,dry pipe valves,etc.) workmanship and/or material covered by the warranty,whichever is later.The warranty coverage shall continue for the A Prepare and submit shop drawings in accordance with the requirements herein before specified,and with the Shop Drawings, 1. Gate valves-all bronze.175 psi,solid wedge,outside screw and yoke,rising stem,screwed ends &specified period Refer to individual specification sections for warranty period.If no specific warranty period is specified,fhe Product Data and Samples in Division 1 in the manner described therein,modified as noted hereinafter 2. Ball valves-all bronze,400 lb.WiNP,screwed ends warranty shall extend for a minimum of 365 days. B All shop drawings shall have dearly marked the appropriate specification number of drawing designation,for identification of 3. Globe valves-all bronze,2M lb.WWP,screwed ends J Manufacturers shall provide their standard warranties for work under the Fire Protection Trades.However,such warranties the submittal. 4. Check valves•all bronze swing check,rubber disc,200 lb.WrWP,screwed ends. • shall be in addition to,and not in lieu of,all other liabilities which the manufacturer and Fire Protection Subcontractor may C Disposition of shop drawings shag not relieve the Fire Protection Subcontractor from the responsibility for deviations from D. Cross connection control device(back low preventer): have by law or by other provisions of the Contrail Documents. drawing or specifications,unless he has submitted in writing a letter itemizing or caging attention to such deviations at time of 1. Double Check Valve type cross control(baddlow)prevention device shag be Ames Silver Bullet as manufactured by I K All materials,items of equipment and workmanship famished under the Fire Protection Section shall carry the standard submission and secured written approval from the Engineer,nor shall such disposition of shop drawings relieve the Fire Ames Waterworks Company with electrically supervised OSBY,resilient wedge gate valves.Baddlow prevention warranty against all defects in material and workmanship.Any fault due to defective or improper material,equipment Protection subcontractor from responsibility for errors in shop drawings or schedules. device and installation shag conform to requirements of local authorities and all Cross Connection Control Regulations. I workmanship or design which may develop shall be made good,forthwith,by and at the expense of the Fire Protection D All final approved shop drawings shall be included in the required O&M manuals. 2. The Fire Protection Contractor shag submit,as required.to local authorities fora approval of baddlow requ pp prevention device a Subcontractor for the work under his Contract inducing all other damage done to areas,materials and other systems E Shop drawings shall include but shall not be limited to the following: and proposed R.W.Sullivan Engineering (D resitting from this failure. 1 Fire Protection work layout including location and sizes of all P Pad installation.Furnish confirmation of approval to the Architect before installation.Before Owners g� 9 Q y ng piping,valves,equipment;connections,drains,test instruction commenoes,arrange testing of the back low prevention device by certified personnel and furnish �r�E�q'C00e' L. The Fire Protection Subcontractor shag warrantythat all elements of the mesd►ecara.s2er+eisi.ace It systems which are to be provided under his stations and all other appurtenances accessories. confimratan of testi to the Architect:Provide one Contract are of sufficient capacity to meet the specified performance requirements as set forth herein or as indicatad 2. Equipment cuts and manufacturers documentation for,but not limited to: rig spare parka kit and one each of any special tools required per i�apuaht� baddiow prevention device Installed. M Upon receipt of notice from the Owner or Architect of failure of any part of the systems or equipment during the warranty a. All types of pipe and fittings AFsees i6DQW I period,the affected part or parts shall be replaced by the Fire Protection Subcontractor for his work or any other work b. All types of hangers and supports. affected by the failure(s). C. All types of sprinkler heads and accessories such as finished ceiling plates,guards,wrenches,spear head 0 2' 4' 8' I N Fire Protection Subcontractor shall furnish,before the final payment is made,a written warranty covering the above cabinets,eto, requirements in accordance with the General Requirements d. All types of valves,including but not limited to,control valves,check valves,drain valves,trim valves,etc O Upon final acceptance of the project by the Owner,the(1)year guarantee period of all equipment and materials will be e. [Bacow prevention and cross connection control devices.] 8 kdl I/4'=t'-0' O e R 2 04 HANGERS AND SUPPORTS F The Owner will not be responsible for material,equipment or the installation of same before testing and acceptance A Hangers shall be approved adjustable dip and dews pattern supported from structural steel and/or concrete floors above by UL listed and FM approved type clamps and supports.Spacing and hanger rod size shall be as outlined in 3.04 FINAL INSPECTION the appropriate NFPA Standard as the minimum All hanger components shall meet ASTM B633,SC1 or SC3 as a A When all Fire Protection work on the project has been completed and is ready for final inspection,such an inspection minimum for corrosion resistance. shall be made.At this time,and in addition to all other requirements in the Contract Documents,the Fire Protection B. All hangers,supports,damps and rods shall be corrosion resistant(stainless steel or electro-galvanized). Subcontractor,for the work under this Contract shall demonstrate that the requirements of these specifications have C. Piping at all equipment and control valves shall be supported to prevent strains or distortions in the hangers,connected been met to the Architect's satisfaction equipment and control valves.Piping at equipment shall be supported to allow for removal of equipment,valves and accessories with a minimum of dismantling and without requiring additional support after these items are removed 3.05 VERIFYING CONDITIONS D. All piping installed under this section of the specification shall be independently supported from the budding structure A. The Fire Protection Subcontractor shall verify all conditions and take all measurements in the field as required to insure steel and/or concrete decks and not from the piping,roof decks•ductwork rack hangers or conduit of this and/or any that all work will fit actual conditions.Field corrections to fabricated work and adjustments to adjacent work where other trades.All supplementary steel,including factory fabricated channels,required to meet the requirements required for the proper installation of the work will be subject to the Architects approval.Such corrections and Z Z LU m specified herein shall be furnished and installed by the Fire Protection Contractor. adjustments will be permitted only when they will not be detrimental to the appearance and function of all the work u, at u 1 E. "C"clamps for hangers on pipes will not be permitted unless installed with safety straps and lock nuts. H— o o; F. All vertical drops and run out pipes shall be supported by split-ring extension type hangers. 3 06 TESTING AND INSPECTION p,'; G. Pipe supports,vertical and horizontal,shall not bear on sleeves. A. The Fire Protection Subcontractor shall obtain and pay for all the inspection and tests required for this Section of the as a u+ o t o H. Protection of piping from earthquakes(seismic activity)shall be provided and installed in accordance with the State work Defects discovered in work materials and/or equipment shall be replaced at no cost to the Owner,and the C = c Building Code and NFPA 13. inspection and testing shall be repeated.When work is completed,the Fire Protection Contractor shall furnish all tJ = 2 I. Provide seismic separation assembly for each pipe at each building seismic separation as required by NFPA 13. Certificates of Inspection and Approval to the Construction Manager Engineer and Owner before final payment of the oUa Z U Contract will be allowed. a s 2 05 SPRINKLER HEADS AND CABINETS B Test sprinkler piping to 200 psi and make watertight before painting and before concealment Make partial tests as A All sprinkler heads shall be listed by Underwriters!Laboratories.Inc.,and approved by Factory Mutual All sprinkler required,during the progress of the work All testa shall be witnessed by the Owners representative,Authorities heads and associated devices are to be as manufactured by the Viking Corporation,or equal.All sprinkler heads are to Having Jurisdiction and a representative of the Engineer.Make partial tests as required,during the progress of the be Belhnlle spring seal type Sprinkler relying on O-nng type seals shall not be used.All sprinkler heads are to be work All tests shall be witnessed by the Owners representative,Authorities Having Jurisdiction and a representative Risible element type sprinklers No glass bulb type sprinklers shall be used of the Engineer. B. All sprinkler heads shall be provided and installed to conform to manufacturers listing. C The Fire Protection Subcontractor shall,with the parties noted herein,establish procedures to witness testing that are C All sprinkler heads shall be as scheduled on the drawings and must be completely coordinated with a final reflected acceptable to the parties noted herein All parties noted herein shall be notified in writing of the accepted testing ceding plan and locations to arrive at a suitable pattern consistent with proper sprinkler head coverage procedure prior to any testing.The Fire Protection Subcontractor shall notify parties designated to witness testing at D All sprinkler heads in mechanical rooms,storage areas and closets shall have sprinkler guards All heads within T-0" least 48 hours in advance of scheduled testing. j ® (r!f of the floor in areas without suspended ceilings shall have sprinkler guards. D Conditions requiring testing in excess of the minimum requirements noted herein shall be performed in accordance with /® ` E In areas where heads are located in ceiling tiles,heads shall be installed in the center of tiles NFPA Standards and FM Data Sheets and the requirements of the Authorities Having Jurisdiction. F Upright and pendant sprinkler heads in areas without ceilings shall be Viking Microfast OR as manufactured by the E Should the Owner,Architect,Engineer or any Authority Having Jurisdiction require,the Fire Protection Subcontractor Viking Corporation,or equal,as quick response automatic sprinklers.Finish to be as follows shall provide factory trained,manufactures authorized representatives to perform testing on any equipment and/or 3. All sprinklers in public areas and stairs to be chrome plated. devices that may be an integral part of this specification. �' �,ll;-yam 4 All sprinklers in mechanical rooms may be standard brass finish. F Dispose of test water and wastes after tests are complete,in a manner satisfactory to the Construction Manager and G Pendant sprinkler heads in areas with ceilings shall be Viking OR fusible element concealed sprinklers as manufactured Local Authorities by the Viking Corporation,or equal•as indicated on the Fire Protection drawings.All sprinkler ceiling plates for G Furnish to the Construction Manager,Architect and Engineer completely executed test certificates with signatures of t concealed sprinklers to be white unless otherwise required by the Architect those required to witness testing.Test certificate forms shall follow NFPA formats as a minimum requirement H Provide quick response type fire sprinklers in areas where quick response type sprinklers are required by NFPA H The Fire Protection Subcontractor for the work shall give all necessary notioss,obtain and pay for all permits,pay all Standards, taxes,fees and other costs in connection with his work;file for necessary approvals with the jurisdiction under which I In addition to the sprinkler heads required,furnish spare heads of each type and of each temperature rating used the work is to be performed.The Fire Protection Subcontractor shall obtain all Certificates of Inspection for his work and quantity to be as required by NFPA 13. deliver same to the Constriction Manager,Architect and Engineer before request for acceptance of his portion of work �� H 1 6 spare sprinklers(never fewer than 6)shall be maintained on prerrnses so that any sprinklers that have is made and before final payment.All certificates and inspections shall be in accordance with NFPA Standards and FM operated or been damaged in any way can be replaced promptly Data Sheets as a rrunimurn for all the fire protection work installed 2 The spare sprinklers shall be kept in a cabinet located where the temperature at no time will exceed 100F 3 Spare dry sprinklers are not required as long as means of putting the system back in service are furnished 3.07 SUBCONTRACTOR'S CERTIFICATE OF COMPLETION 4 Stock of spar sprinklers shall be as follows per NFPA 13: A The following Contractor Certificate of Completion sheet shall be copied on to the Contractors letterhead,filled out Number of Sprinklers in the FacilityNumber of spare heads required(each temp.rating)Less than 300No fewer Singed by the Licensed Permit Holder and sealed by an Authorized Officer of the Corporation than submitted to the than 6300 to 1000No fewer than 12Over 1000No fewer than 24 Architect for Final Certificate of Occupancy This is per 780 CMR 107.6 3. J Heads shall be placed in a baked enamel steel cabinet mounted as directed by the Engineer and Architect Cabinet shall contain two(2)socket wrenches and shall be of adequate size to hold required head quantity SO SUBCONTRACTOR'S CERTIFICATE OF COMPLETION PART 3-EXECUTION PROJECT C> N 3.01 COOPERATION AND WORK PROGRESS PERMIT NO. TYPE O Z H A The Fire Protection work shall be carried on under the usual construction conditions,in conjunction with all other work O at the site.The Fire Protection Subcontractor shall cooperate with the Architect,General Contractor,all other The undersigned permit holder attests that the � N Subcontractors and equipment suppliers working at the site.The Fire Protection Subcontractor shall coordinate the scope as installed,is complete and to the best of his knowledge and belief,in substantial accord with the U F— L work and proceed in a manner so as not to delay the progress of the project. requirements of the Contract Documents and all applicable local,state and federal statutes and regulations. UJ Q B. The Fire Protection Subcontractor shall coordinate his work with the progress of the budding and other Trades so that I-- U he will complete his work as soon as conditions permit and such that interruptions of the building functions will be at a 0 M minimum.Any overtime hours worked or additional costs incurred due to lack of or improper coordination with other W LU Trades or the Owner by the Fire Protection Subcontractor,shall be assumed by him without any additional cost to the !Z U Z a) Owner. By: LUZ U C. The Fire Protection Subcontractor shall furnish information on all equipment that is famished under this Section but Signature of License holder date LU _ installed under another Section to the installing Subcontractor as specified herein. Z W Z Q D. The Fire Protection Subcontractor shall provide all materials,equipment and workmanship to provide for adequate O protection of all Fire Protection equipment during the course of construction of the project This shall also include protection from moisture and all foreign matter.The Fire Prom Subcontractor shall also be responsible for damage Printed or Typed Nara License Number ii.i which he causes to the work of other Trades,and he shall remedy such injury at his own expense. N Q E Waste materials shall be removed promptly from the premises.All material and equipment stored on the premises shall u,r U Q be kept in a neat and orderly fashion.Material or equipment shall not be stored where exposed to the weather.The Fire H 0 Protection Subcontractor shall be responsible for the security,safekeeping and damages•including acts of vandalism, of all material and equipment stored at the job site. F The Fire Protection Subcontractor shall be responsible for unloading all Fire Protection equipment and materials (seal) delivered to the site.This shall also include all large and heavy items or equipment which require hoisting.Consult with the General Contractor for hoisting/crane requirements.During construction of the building,the Fire Protection By: Subcontractor shall provide additional protection against moisture,dust accumulation and physical damage of the main Authorized Corporate Officers Signature date service and distribution equipment This shall include furnishing and installing temporary heaters within these units,as O approved,to evaporate excessive moisture and ventilate it from the room,as may be required. G. It shall be the responsibility of the Fire Protection Subcontractor to coordinate the delivery of the Fire Protection Printed or Typed Name Titre equipment to the project prior to the time installation of equipment will be required;but he shall also make sure such equipment is not delivered too far in advance of such required installation,to ensure that possible damage and 3.08 CPVC PIPING INSTALLATION deterioration of such equipment will riot occur.Such equipment stored for an excessively long period of time(as A Pipe and fittings within residential dwelling units and residential dwelling unit areas may be CPCV with hangers as determined in the opinion of the Architect)on the project site prior to installation may be subject to rejection by the required by the manufacturer. Architect. B All socket type joints shall be made up employing solvent cements that meet or exceed the requirernents of ASTM H. The Fire Protection Subcontractor shag erect and maintain,at all times,necessary safeguards for the protection of life F493.The standard practice for safe handling of solvent cements shall be in accordance with ASTM F402.Solvent and property of the Owner,Workmen,Staff and the Public. cement shall be listed by NSF International for use with potable water,and approved by the manufacturers,The solvent LO 1. Prior to installation,the Fire Protection Subcontractor has the responsibility to coordinate the exact mounting dements shall be compatible with their CPVC pipe and fittings. (N arrangement and location of Fire Protection equipment to allow proper space requirements as indicated in the NEC C Follow manufacturers instructions for set and cure times for solvent cement joints.Avoid significant stresses during set O Particular attention shall be given in the field to group installations.If it is questionable that sufficient space,conflict with and cure times.Do not apply any stress that will disturb an urrdried joint Sprinkler fittings shall be allowed to cure in Q O the work of other Subcontractors,architectural or structural obstructions will result in an arrangement which will prevent accordance with the manufacturers guidelines and the contractor shall assure the outlets are dear of any excess L t' proper access,operation or maintenance of the indicated equipment the Fire Protection Subcontractor shag cement prior to installing sprinklers. Co 1 immediately notify the Contractor and not proceed with this part of the Contract work until definite instructions have D Fire Sprinkler Contractor must provide current Contractor Training Certificates for Chlorinated Polyvinyl Chloride been given to him by the Architect (CPVC)Fire Sprinkler Systems for all personnel assigned to this project prior to beginning construction.Certificate J. The Fire Protection Subcontractor shall obtain from the Electrical,Fire Alarm,Plumbing and HVAC Subcontractors shall state that the parson has successfully completed foetal CPVC fire sprinkler systems training conducted by an LO copies of all shop drawing prints showing the ductwork and piping installation as they will be put in place on the project authorized CPVC manufacturers representative.The Contractor Training Certificates shall be specific to the ZN These drawings shall be thoroughly checked by the Fire Protection Subcontractor and the routing of all piping and the manufacturer of the pipe and fittings.Personnel's training certificates must be current and have been updated within the Z installation of all Fire Protection equipment shall be coordinated with the ductwork and piping so as to prevent any past six months. installation conflict Such coordination shall be done prior to roughing in of any Fire Protection equipment E Installation practices such as pipe support spacing,bracing,allowance for thermal expansion/oontraction,solvent c (� K Location of all sprinklers,piping,hangers and other devices shall be verified with the Architect prior to roughing Refer cementing and handling and storage shall be in accordance with the manufacturers instructions and the UL Listing C to details and wall elevations on the Architectural drawings.Mounting heights indicated on these drawings and/or F After the system is installed and solvent cement is cured per the manufacturers installation instructions,the systems specific dimensional information given to the Fire Protection Subcontractor by the Architect shall take precedence over shall be hydrostatically tested per the requirements of the applicable NFPA Standard. such information indicated on the Fire Protection drawings. G The Contractor shall make themselves fully aware of the CPVC pipe manufacturers recommended installation L. Refer to all other drawings associated with this project Any and all equipment which require a Fire Protection system practices and methods,including but not limited to pipe cutting,joining,hanging,support,and provisions for controlling connection whether indicated on the Fire Prom drawings or not shall be fumished and installed as directed by the and directing thermal expansion and contraction and testing of the piping systems Architect H The Contractor shag make themselves fully aware of concerns with contact between CPVC piping systems and chemically 3 02 INSTALLATION their list of concerns and theirproducts rich �� nua s recommendations on this matter,including the products on N products not on their list 0 e A General I The Contractor be solely and completely responsible for confirming the chemical compatibility with CPVC piping 1. Unless specifically noted or indicated otherwise,all equipment and material specified in Division 210000 of this systems of any products not on the manufacturers compatibility list that could come in contact with the CPVC piping specification or indicated on the drawings shall be installed under this Contract whether or not specifically systems The Contractor shall confirm this with that product's manufacturer. itemized herein.This Section covers particular installation methods.and requirements peculiar to certain items J The Contractor shall be solely and completely responsible for insuring that any non-compatible products,any suspect and classes or material and equipment products(products not on the manufacturers compatibility fist but not confirmed by the Contactor as compatible)of 2 The Fire Protection Subcontractor shall obtain detailed information from manufacturers of equipment as to any kind or from any source,do not come in contact with the CPVC piping systems. 8 proper methods of installation. K Failure of the CPVC piping systems due to the Contractors failure to strictly adhere to all aspects of the pipe 3 The Fire Protection Subcontractor shag obtain final roughing dimensions and other inforation as needed for manufacturers installation instructions,or to allow non-ompatble products on the manufacturer's compatibility list or complete installation of items furnished under other Sections or furnished by the Owner. non-oonfimned produda,to come into contact with the CPVC piping systems shall be the sole responsibility of the 4. The Fire Protection Subcontractor shall keep fully informed of size,shape and position of openings required for contractor. material and equipment provided under this and other Sections.Ensure that openings required for work of this dd Section are coordinated with work of other Sections Provide cutting and patching as necessary 3.09 MICROBIOLOGICAL INFLUENCED CORROSION(MIC)PREVENTION 5 The Fire Protection Subcontractor shall coordinate the utility service installations with Local Authorities, A Provide microbiological influenced corrosion(MIC)prevention as designed and manufactured by Huguenot Owners Insurer,the City Building Department and the City Fire Department,etc. Laboratories,101 Riverdale Road,Port Jervis,New York co 6 All miscellaneous hardware and support accessories,including support rods,nuts,bolts•screws and other such B. The Fire Protection Contractor is to request and received an analysis for MIC from Huguenot Laboratories Water o items,shall be of a galvanized or cadmium plated finish or of another approved rust-inhibiting coating sample test kit shall be specific to the needs of the new water based suppression systems.Provide full analysis including an Anaerobic and Aerobic MIC evaluation.Analysis shag be based on six(6)sample culture studies(8 day 3.03 MATERIALS AND WORKMANSHIP incubation),23 mineral analysis testing and 3 physical Nests to determine any corrosive nature of the water. I CD A All materials and equipment shall be new and unused and shall meet requirements of the latest Standards of NFPA, C MIC prevention system is to provide biocides and inhibitors to protect fire sprinkler systems to treat both microbiologicalASTM,ANSI and IEEE.Equipment shall have components required or recommended by OSHA,applicable NFPA (MIC)contamination and generalized corrosion using environmentally friendly chemical treatment programs that are m documents and shag be UL fisted and labeled and approved where required. GRAS approved R.W.Sullivan Engineelring a B. Despite references in the specifications or on the drawings to materials or pieces of equipment by name,make or D Initial leaning and all treatment programs are to be administered using Huguenot Laboratories chemical permanent Wi W Egumb p Cob.Th@Y catalog number,such references shall be interpreted as establishing standards of quality for materials and feed equipment Pemanent freed system is to allow for continuous treatment for the fire sprinkler system anytime odSdNM4 ft=tea"'a07 a Bu�cn t�o,�,.so¢ttattcr performance. water is flowed to the system. ftw(6tfl st}aur r..iwsAm mi C. Finish of materials,components and equipment shall not be less than Industry good practice.When material or E Provide inspection and testing of the system at 6 and 12 months after installation as required by Huguenot rtwsiaee t6016800 equipment is visible or subject to corrosive or atmospheric conditions,the finish shall be as approved by the Architect Laboratories,101 Riverdale Road.Port Jervis,New York D. Provide proper access to material or equipment that requires inspection,replacement repair or service.If proper 0 2' 4' 8' access cannot be provided,oonfer with the Architect as to the best method of approach to minimize effects of reduced o access. E. Cod srk shall be installed in a neat and workmanlike manner and shall be done in accordance with all Local and State R " GENERAL NOTES LEGEND 1 CONTRACTOR SHALL REFER TO THE PLUMBING SPECIFICATIONS SYMBOL ABBR DESCRIPTION 2 GENERAL NOTES,SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL S S or W SOIL or WASTE PIPING VENT PLUMBING DRAWINGS s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) GAS TIGHT BASIN COVER 3 DRAWINGS ARE DIAGRAMMATIC DETERMINE LOCATIONS OF SYSTEMS -MS V VENT PIPING _"DISCHARGE PIPE AND COMPONENTS IN FIELD. INLET �; ��� V VENT PIPING(BURIED or BELOW SLAB) 4 RUN PIPING CONCEALED,UNLESS SPECIFIED OTHERWISE,AND CLEAR =Z W m E OF CEILING INSERTS. 0 "u O 0 o n LW LW LAUNDRY WASTE PIPING vi > u 5 THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER p W V Q oc •o CONTRACTORS IN ESTABLISHING PIPE RUNS AND SPACE CONDITIONS ----LV--—— LV LAUNDRY VENT PIPING p,� c d C o o 0 PUMP MOTOR m HIGH WATER ALARM a®® 6 PRIOR TO START OF INSTALLATION OF BELOW SLAB PIPING,PLUMBING Iw IW INDIRECT WASTE PIPING U s ic v FLOAT SWITCH SUBCONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH V Z `o PLAN STRUCTURAL FOOTINGS,GRADE BEAMS,ETC WITH STRUCTURAL Iw CVWV CLEAR WATER WASTE PIPING O° V ENGINEER. TP TP TRAP PRIMER PIPING 7 PRIOR TO INSTALLATION OF UNDER SLAB PIPING AT GROUND FLOOR. G G NATURAL GAS PIPING PLUMBING SUBCONTRACTOR SHALL COORDINATE ALL EXTERIOR INVERT ELEVATIONS WITH CIVIL ENGINEER —Cw CW DOMESTIC COLD WATER PIPING f � r VV 8 PRIOR TO INSTALLATION OF ANY SURFACE MOUNTED OR RECESSED HW HW DOMESTIC HOT WATER PIPING �} e D s®� PLUMBING COMPONENTS(I.E.:WALL HYDRANTS,PIPING PENETRATIONS,ETC.)ON EXTERIOR OF BUILDING,PLUMBING —NDCw NDCW NON DOMESTIC COLD WATER PIPING SUBCONTRACTOR SHALL COORDINATE THEIR EXACT LOCATION WITH t CHAMBER VENT TO BUILDING SANITARY ARCHITECT AND GENERAL CONTRACTOR. BALL VALVE far � F SYSTEM SEE FLOOR PLANS 9 PLUMBING SUBCONTRACTOR SHALL COORDINATE ALL ROOF " -` t 0� NATURAL GAS VALVE � GATE VALVE PENETRATIONS WITH ROOFING SUBCONTRACTOR.REFER TO 0. CHECK VALVE 45'ELBOW PENETRATIONS L DRAWINGS FOR FLASHING AT ALL ROOF BALL AND DRAIN VALVE ' �p DRAIN VALVE �\n �` • ;j r 10. SOME PIPING ON THE FLOOR PLANS IS SHOWN WITHOUT VALVES ETC o FOR CLARITY PURPOSES.THE PLUMBING SUBCONTRACTOR SHALL RPBP REDUCED PRESSURE BACKFLOW PROVIDE DRAIN VALVES AND SHUTOFF VALVES AT THE BASE OF ALL PREVENTER w/VALVES ,� ^ STEEL COVER RISERS.ALL PRESSURE PIPING BRANCHES SHALL BE VALVE D AT PEX MANIFOLD. OS&Y OS&Y GATE VALVE FLOOR SLAB 11 PLUMBING SUBCONTRACTOR SHALL INSTALL TRAP PRIMER VALVES VIV VALVE IN VERTICAL ••' ••' FOR ALL FLOOR DRAINS LOCATED WITHIN BUILDING THE PLUMBING a TMV THERMOSTATIC MIXING VALVE INLET SUBCONTRACTOR SHALL COORDINATE EXACT LOCATION OF TRAP PRIMER VALVE AND WATER PIPING IN FIELD HIGH WATER ALARM TRAP PRIMER PUMP N2 ON Y1 PUMP 81 ON 12 PLUMBING SUBCONTRACTOR SHALL REFER TO PLUMBING FLOOR STRAINER NO Y2 PLANS FOR ALL NATURAL GAS DISTRIBUTION PIPE SIZES. `O 13 PLUMBING SUBCONTRACTOR SHALL PROVIDE STOPS ON SUPPLIES TO mow BVW BACK WATER VALVE V) O FLOAT VALVES ALL FIXTURES.PROVIDE CHECKS ON SUPPLIES TO ALL MIXING TYPE J (TYPICAL) Y3 HW&CW FIXTURES. O FLOOR DRAIN Q Q N 14 PLUMBING SUBCONTRACTOR SHALL OWN DRIP LEGS AND SHUT OFF ♦� OED OPEN END DRAIN LU W vi 1 VALVES AT THE BASE OF ALL NATURAL GAS RISERS AND AT ALL � Q N CONNECTIONS TO EQUIPMENT �� METER w/VALVESLU J dS PIPE UNION IQ) OFF 15 PRIOR TO THE START OF WORK THE PLUMBING SUBCONTRACTOR ,^ SECTION VIEW SHALL REVIEW THE LOCATION OF THE GAS METERS AND THE ��� PIPE CAP OR PLUG n LU Y1=3" DOMESTIC WATER METERS WITH THE AUTHORITY HAVING Z —j LU E Y2=3' JURISDICTION,THE CONSTRUCTION MANAGER AND THE ARCHITECT --------- PIPE CONTINUATION m Y3=- Q Z LLI O 4) V —�O PIPE UP THROUGH SLAB ABOVE O = Z Q 2 SEWAGE EJECTOR DETAIL NTS �♦ PIPE DOWN THROUGH FLOOR SHOWN _a.CL U PIPE RISE/DROP U � w 014-- Q ~W&T WASTE AND TRAP LU � N � CO CLEANOUT $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT ® TP TRAP PRIMER W&V WASTE&VENT PIPING L p W&VW WASTE&WET VENT }. BV BOW VENT THERMOMETER � VTR VENT THRU ROOF W VACUUM RELIEF VALVE flYv— so VIF VERIFY IN FIELD BLADDER TYPE % LO EXPANSION TANK HOT WATER TO SYSTEM VENT STACK NTS NOT TO SCALE = -.V N SUPPORTED FROM BUILDING CFH CUBIC FOOT PER HOUR O r-- STRUCTURE FLASHING SLEEVE SF SQUARE FOOT W (JOSAM#26450) ca L OW LIMIT OF WORK ` •--- COLD WATER I O 1 INLET z U.N O UNLESS NOTED OTHERWISE LO GiN ROOFING SYSTEM 16 OZ.COPPER FLASHING BY W ROOFING CONTRACTOR V&C VALVE&CAP UNION(TYP) 0) FM FORCE MAIN d INSULATION � N • (INV XX'-X') INVERT ELEVATION � •-- V •o o•e Oo • •o o•o •Oo • PRESSURE 8 TEMP. RELIEF VALVE ROOF SLAB FULL SIZE DRIP PIPE TO ELECTR HOT IC WITHIN 6"OF FLOOR m N WATER 120 GAL O 9 HEATER N rDRAINVALVE SLEEVE 8 6"AFF - FLOOR s$ • m NOTES: R.W.Sullivan Engineering a 1�I W En¢vs•+p.Cad•.Carm�ssbrip $ 1.HEIGHT OF VENT IN ACCORD W/LOCAL CODES&AS SPECIFIED. %WrACffft.WMa SLSLft2{ ah 11V 2.FOR MATERIALS-REFER TO SPECIFICATIONS. rnSi i 57i8�T7 .nMra+wr,u+ • "Simi ,t�noo � 1 ELECTRIC WATER HEATER DETAIL NTS 3 STACK THROUGH ROOF NTS o 2' 4' a' 0 ua•=r-o• 8 o _ e Z W m� W O 01 N 2 1 gO U ~N~ >DC O p ►W- -°„o �c g _ � -- I i-- - ----- U ~Z GAS PIPING TO UNIT C2 BY PLUMBER oc T GAS PIPING TO UNIT A BY PLUMBER ^ U v ' �---GAS METER BANK LOCATION � UNIT C2 LEFT �I UNIT A (� UNIT C1 RIGHT � WALL HYDRANT SCHEDULE 1 PIPING FROM METERS TO EACH UNIT i BY THE PLUMBING CONTRACTOR 4 '� 1 II t �- >L — 1' SYMBOL MANUFACTURER MODEL# REMARKS `OIL R — I WALL , HYDRANT JR SMITH 5609QT PB Y4 TURN,POLISHED BRONZE,FREEZE PROOF WITH � )-;-_, INTEGRAL VACUUM BREAKER L_ ! ire.;- —,-,.;_,• ,,--�=�;:� DRAINAGE FIXTURE SCHEDULE st SYMBOL DESCRIPTION MA ERCTU MODEL# REMARKS NO FD-A FLOOR DRAIN JR SMITH 2108Y-A MECHANICAL ROOM W O PLUMBING SITE PLAN J N NOT TO SCALE FD-B FLOOR DRAIN JR SMITH 2O05 SHOWERS 4— AD AREA DRAIN JR SMITH 2142-U AREAWAY,CAST IRON STRAINER,VANDAL LUN PROOF SCREWS = >` HOT WATER HEATER SCHEDULE Z � z RECOVERY co U SYMBOL LOCATION MANUFACTURER MODEL# QUANTITY STORAGE RATE ELECTRIC REMARKS (GAL.) (GPH) = Z a 90•F V 4) HZ a-J HWH-1 MECHANICAL ROOM AO SMITH M-2-120R6DS 1 119 21 208 3 60 4.5 KW DUAL ELEMENT,NON-SIMULTANEOUS OPERATION H i 0 h 0 PLUMBING FIXTURE SCHEDULE TRIM CONNECTIONS i SYMBOL DESCRIPTION MANUFACTURER MODEL# 0 MANUFACTURER MODEL SOIL/ VENT COLD HOT REMARKS �,,, WASTE WATER WATER VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, P-1 WATER CLOSET KOHLER K-3551-0 _ _ 3" 200 Y2" - ELONGATED BOWL,TANK TYPE,KOHLER K-4636 SEAT,SEE ARCHITECTURAL ELEVATIONS& 7— PLANS FOR TRIP LEVER LOCATION Lo VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, — �L P-1A WATER CLOSET KOHLER K-3998-0 _ _ 3'0 2" Y" - ELONGATED BOWL,TANK TYPE,KOHLER K-4636 — O N 2 SEAT,SEE ARCHITECTURAL ELEVATIONS& Q Q • i PLANS FOR TRIP LEVER LOCATION _ P-2 LAVATORY KOHLER K-2210-0 KOHLER K 10273-4-CP 2" 2" Y2" Y2, WHITE,VITREOUS CHINA W/OVERFLOW,POLISHED CHROME FAUCET W/POP-UP DRAIN. I Z w N P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" V Y2, WHITE,PEDESTAL W/OVERFLOW.POLISHED CHROME FAUCET W/POP-UP DRAIN. (V r— P-2B LAVATORY KOHLER K 2210-0 KOHLER K 11076-4-CP 2" 2" Y2" Y2 WHITE,VITREOUS CHINA W/OVERFLOW,CHROME FAUCET W/POP-UP DRAIN. UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, � d y 29 Y2'x 15 3/"x 7 5/"DEPTH,PROVIDE GE KITCHEN K- " GFC325V Y4'HP,120V,1 PHASE,60 HZ DISPOSER, o w P-3 SINK KOHLER K 8813 KOHLER 8813 K 10433-VS 2 2 Y2 Y2 CONTINUOUS FEED WITH DISHWASHER DRAIN � CONNECTION,SINGLE HANDLE KITCHEN FAUCET W/PULL DOWN HANDSPRAY P-4 ICE MAKER BOX SIOUX CHIEF OXBOX - - - - Y2 - Y4 TURN BRASS BALL VALVE,LOCATED BEHIND 4 696-G1000MF REFRIGERATOR,WHITE FINISH SHEET METAL SAFE WASTE PAN 2"UPTURNED WASHING OXBOX ONE EDGE.SEE APPLIANCE SPECIFICATIONS FOR P-5 MACHINE VALVE SIOUX CHIEF 696-2413BF - _ 2'0 211 Y2" Y2' PAN SIZE(S)REQUIRED.DOUBLE HOSE BIBB &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN CONNECTION&WATER HAMMER ARRESTORS. K TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& P-6 TUB KOHLER K 1150-0-RA KOHLER CID 2" 2" Y2" Y2" RIGHT DRAIN OPTION.FACE PLATE W/HANDL.E, K 1150-0-LA K-304-KS-NA BATH SPOUT,SHOWER ARM W/FLANGE AND SHOWERHEAD. R.W.Sullivan Engineering 2 K TS11076-4 RITE TEMP SHOWER VALVE TRIM W/HANDLE, MWiWc-Vv.cob.00�r.a TM Sana Caft.53 Via Sl,s�N P-6A SHOWER - - KOHLER "E-CP 2 2" Y2' Y2" SHOWER ARM W/FLANGE AND SHOWERHEAD. BIIM�mb0M�„m d FLOOR DRAIN,SEE SCHEDULE. ft r*")='"Sim# imam P-7 SLOP SINK FIAT FL-1 KOHLER K 15270-4-CP 2" 2" Y2' Y2" UTILITY SINK FAUCET W/LEVER HANDLES 0 2' 4' 8' 0 o - R PLUMBING SPECIFICATIONS 2. All buried gas piping shall be joined by welded connections. Motor will be not less than 1/2 HP,115 volt,single phase 60 cycle,1750 RPM, b) Natural gas shutoff valves shall be Eclipse bronze ball valve,150 psig air filled dry running type. A. GENERAL maximum working pressure. The motor shall be housed in an air filled watertight cast iron motor shell with M. EXECUTION RELATED DOCUMENTS c) Corrugated Stainless Steel shall be as manufactured by TracPIPE and the windings having Class'F'insulation and pre-lubricated double seal bearings. 1. Domestic Water Piping All of the Contract Documents,including General and Supplementary Conditions and installed per manufacturer's requirements. The motor shaft shall be 300 stainless steel with keyway for positive positioning a)Furnish and install a complete new general purpose cold and hot water piping, Division 1-General Requirements,shall be included in,and made part of,this and securing of the impeller. Motor end bell to be designated as a terminal valves and connections to all plumbing fixtures as required by applicable codes. Section. d) All natural gas piping installed through the foundation wall and installed box. below grade through any wall or floor of the building shall be 2. Testing of Piping Systems-General: 1. Work included:provide labor,materials and equipment necessary to complete the pipe-within-pipe configuration and properly vented to the exterior. Impellers cast iron,accurately machined to proper diameter and statically and a)AII piping systems shall be subjected to testing with water or air as noted and shall z z W work of this specification and without limiting the generality thereof includes: dynamically balanced. hold tight at the pressure head stated for the time interval required without adding air H�? o 6. Water and Gas Valves or water. While any system is being tested,required head of pressure shall be c W a' a)Domestic cold and hot water piping. Controls: Each pump to have auto.mechanical float control stop-start maintained until all joints are inspected. c G LU -eo g b)Valves. a) Ball valves shall be all bronze designed for 300 psi water. Each pump to have high water alarm with float,horn,silencer and test - 12 :5 „ c)Hangers,supports and sleeves. button b)All tests shall be witnessed by the local inspector having jurisdiction and the u ~z o d)Insulation. 7. Hangers and Supports Architect/Engineer,with 48-hour notice given these authorities. " • e)Core drilling. 1-30"diameter deep fiberglass basin with inlet and anchor flange as f)Plumbing fixtures. a) All piping shall be supported from the building structure by means of required and 34"OD steel gasketed cover with all necessary openings. c)All equipment,materials and labor required for testing any of the various systems or g)Reduced pressure backflow preventors approved any part thereof shall be furnished by this Subcontractor. h)Sanitary Waste and Vent Piping hangers and supports. Piping shall be supported to maintain i)Floor drains required grading and pitching of lines. 12. Water filtration at Kitchen Sink shall be selected by the Owner&priced by d)Water Piping Systems: test all sections with air to at least 150 psi for a period of d� .. sy j)Coordination with all other trades plumber. one hour. k)Testing of all systems b) Hangers for uncovered(uninsulated)copper piping shall be factory 13 DRAINAGE SPECIALTIES 1)Disinfection/cleaning of all water systems applied A. Before setting any drains,cleanouts or wall plates,obtain from the Construction e)Sanitary waste and vent system: test all sections with water to at least 10-foot head 'o m)Seismic plastic coated steel clevis hangers. Manager/General Contractor the exact information relative to the finished grades of of water. TZ n)Radon Piping the top of the drains and partition locations.All drainage specialties shall be of the size - o)Gas system 8. Sleeves and Escutcheons: approved sleeves for the passage of all systems noted on the drawings and shall be equal to the figure numbers scheduled below. f)Defective Work r` p)Meters passing through walls,floors and partitions shall be furnished and set by this Drainage specialties may be Zum,Josam,or JR Smith Company. 1)If inspection or tests show defects,such defective work or material shall be .r q)Water service subcontractor. B. Wall Cleanouts replaced and inspection and tests shall be repeated.All repairs to piping shall be r)Water heaters 1. Cast iron supreme cleanout tee with tapered threaded plug,round stainless made with new material. No caulking of screwed joints or holes will be acceptable. s)Sewage ejectors a) Sleeves shall be one piece galvanized Schedule 40 steel piping. steel access cover with securing screw.Jay R.Smith,Zum,Josam or Approved ®�� t)Area drains Equal.Jay.R.Smith#4530. g)Natural Gas Piping b) Escutcheons shall be chrome plated heavy brass fitting the pipe passing F. Floor Cleanouts wall or ceiling and shall be set in mastic at all 1. Floor cleanouts shall consist of dura-coated cast iron body,no hub or speed set A. Test pressure shall be a minimum of 10 times the maximum working DES 2. Related work:the following work is to be performed by others: through finished floor, g y, p p g pressure sleeves through floors. outlet,tapered threaded plug,adjustable nickel bronze top,J-R.Smith or approved and never less than 5 psi. a)Cutting and patching. equal. B. Test duration shall be 30 minutes for each 500ft3 of pipe volume tested.The b)Electrical connections. c) All penetrations shall be fire stopped to comply with state building code. For concrete floor-J.R.Smith Model 4025 duration of the test shall not be required to exceed 24 hours regardless of volume. For vinyl composite file-J.R.Smith Model 4145 3. Submittals: submit shop drawings,catalog cuts,product data,etc.,as required. 9. Insulation For carpeted areas-J.R.Smith Model 4025Y 5. Disinfection of All Water Systems `o For heavy traffic unfinished areas J.R.Smith Model 4220 p 4. Codes,Ordinances and Permits: conform to all applicable codes,obtain all a) Scope: all water piping,fittings and valve systems shall be insulated. with cast iron top. a)All water piping systems,including services out to point of connection with mains N permits,pay all fees. b) Materials: the following materials are specified: G. Drains outside building,shall be thoroughly disinfected with a solution containing not less Z 1) Pipe insulation-fiberglass. 1. General than 50 parts per million of available chlorine by this Subcontractor.The chlorinating r(^ 5. Record Drawings: prepare and submit one set of reproducible record drawings of 2) Fittings and valves insulation-moulded or fabricated fitting covers of a. Floor drains,shall be of one manufacturer and shall include material shall be either liquid chlorine or sodium hypochlorite solution. 0 N all as-built conditions. equal thickness and identical in composition to adjacent pipe all options and accessories as scheduled on the drawings, Z ~ p g b)This work is to be supervised by the Owner's representative and performed by an insulation. or as required by the installation conditions.Plumbing Owner approved chemical testing laboratory and results sent to the Architect or his m < 6. Guarantee: guarantee all materials,items,equipment and workmanship furnished 3) All materials,including vapor barrier jackets,glass cloth jackets, subcontractor shall be responsible for reviewing the representative for verification.All costs shall be bome by this Subcontractor. U and installed under this contract for one year as required. adhesives,etc.,shall be fire retardant architectural plans and details to determine these c)The testing laboratory shall submit a summary of the test procedure to the Owner � - W N installation conditions. for approval prior to any work being performed.All work to be in accordance with the CL W Z U 7. Workmanship: the entire work shall be constructed and finished in every respect c) Insulation Thickness: the piping,fittings and valves shall be insulated b. Installation condition to be anticipated include,but are not Owners requirements.This Subcontractor shall provide any and all valves,pipe and 0 N in a workmanlike manner. with the ,� necessarily limited to; connections required to disinfect the water supply system totally or in part as required. O Z following minimum thicknesses: domestic cold piping-1/2 thick,hot water 1) Square or round tops Provide isolating valves and draw-off valves for proper containment,phasing and a 8. Protection:this Subcontractor shall be responsible for his work and equipment supply-1"thick. 2) Adjustable grates flushing. U LU i LU until finally inspected,tested and accepted. Close all open ends of work with d) Finish-Concealed: vapor barrier jacket on all water piping which shall 3) Trap primer connections w Q � temporary covers or plugs during construction. Protect work of all other not be punctured or disturbed.All service jacket shall be furnished. C. Drains connected to the sanitary,shall be provided with a D. SEISMIC BRACING `U trades from damage by his work or workmen and make good damage thus Fittings shall have PVC jacket. means to accept a traps primer water connection,either caused. integral to the drain body,a connection to the outlet piping 1. The Plumbing Subcontractor shall provide all necessary design and e) Application or a trap with an integral tapping. materials for seismic restraint and protection of piping and devices against damage 9. Coordination of Trades: coordinate fully with the requirements of the owner and 2. Floor Drains where subject to earthquakes as required for the entire plumbing systems within the Contractors of other trades to be installed satisfactorily and with the least 1) General: all insulation shall be installed in strict accordance with the a. General floor areas and other wet service areas: building.All isolation and seismic devices shall be the product of a single i possible delay or interference. manufacturer's recommendations and shall be applied by a qualified 1) Jay R.Smith,Zum,Josam or approved equal. manufacturer. Products of other manufacturers are acceptable provided their systems 0 insulation contractor. 2) See Schedule on drawings. strictly comply with this section of the specifications. Provide isolation materials and �-- 10. Examination of Site seismic restraints complete and as manufactured by Mason Industries,Tolco or a) Visit site and inspect all conditions affecting the proposed work. 2) Piping: pipe insulation shall be installed with vapor barrier jackets drawn 2.08 FIXTURES,EQUIPMENT,SUPPORTS AND FASTENERS approved equal.The work under this section shall include the design,furnishing,and b) Verify all governing dimensions and elevations and examine all adjoining tight and firmly sealed to assure a positive vapor seal. A. All fixtures and equipment shall be supported and fastened in a satisfactory installation of all restraint devices and systems as may be required for the plumbing W work on which this work is in any way dependent. End joints shall be covered with 4"wide butt strips of material identical to manner.Where wall hung fixtures are secured to masonry walls or partitions,they system including,but not necessarily limited to,the following: 7- vapor barrier jackets,and they shall be drawn tight and securely sealed. shall be fastened with 1/4"through bolts provided with nuts and washers at back.Bolt 11. Identification of Materials The use of staples,bands,etc.,to secure insulation will not be acceptable. heads and nuts shall be hexagon,and exposed bolts,nuts,washers,and screws shall a)All Plumbing system piping as required ,L N a) All piping shall be identified in accordance with ANSI and OSHA. be chromium plated brass. x 3) Fittings and Valves: moulded insulation on fittings and valve bodies shall B. Where secured to concrete or brickwork walls,they shall be fastened with brass b)Piping penetrations through floors and walls. Q 0 • 12. Valve Tags and Charts be same thickness as adjacent covering and finished neatly to match the bolts or machine screws in lead sleeve type expansion shields and shall extend at a) Provide valve numbered tags and charts indicating controls of valves for all adjacent pipe insulation, least 3 inches into solid concrete brickwork. c)Sleeves with clearences around the outside,as recommended. piping systems. 2.09 PLUMBING FIXTURES AND TRIM 4) Hangers and Saddles: special high density inserts of calcium silicate, A. Acceptable Manufacturers:Submit manufacturers not listed below for review d)Certification of seismic restraint designs. LO I Z > 04 B. MATERIALS cellular glass or other approved material of the same thickness as and approval as specified for substitutions in Section"Quality Assurance"in this adjacent insulation shall be installed at points of hanger support.Insulation specification. 2. Submit ten(10)copies of descriptive data for all products and materials, O%. 1. PVC Soil Pipe and Fittings(Above Grade) inserts shall be either 180 degrees of 260 degrees and not less than 18" B. Fixture Trim and Accessories:Provide fixtures complete with fixture carrier, including the N a) Solvent cemented,schedule 40 PVC waste and vent piping in in length. The entire insert shall be covered with vapor barrier facing of faucet,flush valve,drain outlet,tailpiece,P-trap,and stops and supplies. following: conformance with ASTM standards and State and Local Codes. Can be the same appearance and quality as the facing on the adjacent covering. 1. Finish:All trim exposed to view shall be polished chrome plated. used on all above ground piping. Insulation at anchors and supports shall be neatly cut and fitted. 2. P-Traps:Cast brass adjustable P-trap with cleanout plug,ground joint and 17 a)Catalog cuts and data sheets for the specific isolators,restraints,and all other items J gauge minimum weight extension with escutcheon.Provide Chicago or McGuire to be utilized. 2. Cast Iron Soil Pipe and Fittings(Below Grade) 10. Domestic Water Heater shall be Bradford White Model M-2-120R6DS Electric #80901 1/4"by 1 1/2"on lavatories and#80981 1/2"by 1 1/2"on sinks. N a) Bell&spigot service weight cast iron soil pipe with neoprane gasket water heater. Heater shall be rated at 4.5KW,240V,single phase,60 Hz and listed by 3. Drain Outlets:Provide drain outlet of the same manufacturer as the fixture or b)Calculations to support seismic restraint designs. o 0 joints. Shall be used on all underground piping. Underwriters Laboratories. Heaters shall have a maximum working pressure of faucet trim with chrome plated cast brass plug with 17 gauge minimum weight ( 150psi,a nominal storage tank capacity of 119 gallons with factory installed T&P relief tailpiece.Provide 1 14'tailpiece on lavatories and 1 1/2"on sinks. c)All calculations,details and other submittal materials shall be sealed and signed by 3. Pex(crosslinked polyethylene)Water Piping shall be as manufactured by Uponor valve.All internal surfaces of the heater exposed to water shall be glass coated with 4. Stops and Supplies:Chrome plated,brass with stop,Chicago or McGuire a structural or civil engineer registered in the state and qualified to perform seismic Wirsbo.System shall be a manifold-home run system as depicted on drawings PermaGlass commercial grade glass coating. Electric Heating elements shall be a #170LK,escutcheon flexible riser.Refer to other Sections herein for information on design calculations. and installed per manufacturer's requirements. lower and upper zinc plated copper sheath,screw-in design. Element operation shall transition between materials. be double element,non-simultaneous,with a minimum recovery rating of 21 gallons 5. Joints between wall mounted fixtures and wall shall be sealed with caulk to d)A seismic design liability insurance certificate must accompany all submittals. 4. Copper Tubing and Fittings(Type L) per hour at 90 degree F temperature rise.The controls shall include a thermostat with match fixture color. a)Tubing to be Type L hard temper with wrought copper fittings.All joints shall each element and a high temperature cutoff. The jacket shall provide full size control 3. Code and standards requirements shall include,but not be limited to: be soldered with a lead-free solder consisting of 95%tin and 5%antimony. compartments for performance of service and maintenance through front panel E. Water Closets Shall be used for all water and gas piping.Must meet 2014 NSF Lead openings and enclosed tank with foam insulation. The brass drain valve shall be 1. Refer to schedule on drawings. a)Applicable State requirements. Reduction Act located in the front for ease of servicing. The outer jacket shall be baked enamel finish. Heaters shall have a limited warranty for residential installation as outlined in G. Lavatories b)NFPA 13 and other applicable NFPA standards. Cn 5. Natural Gas Piping the written warranty information. Code Compliance:CEC,CABO,HUD,BOCA 1. Refer to schedule on drawings. a) Black Steel(Natural Gas) National Codes,ASHRAEAES 90.1 and 2004 NAECA. 4. Manufacturers working in this section must provide a seismic design liability 1. Black steel pipe shall be Schedule 40 conforming to ASTM Designation H. Sinks insurance certificate and certify their ability to provide engineering and design a A53(seamless type). Fittings shall be black malleable(threaded or 11. Sewage Ejector 1. Refer to schedule on drawings. required b this section.This certificate shall be submitted to the Architect for r flanged)150 pounds,conforming to ASA Designation B16.3. Shall be used g y I Ew Sullivan Engineering Q prior to any "�iW�'""''q•CoOe•Qort�"�01+n ti TWWf12c.d,=M*%s"2M I for interior gas. Gas pipe dropping in concrete block walls shall be Furnish and install where shown on plans in each townhouse one(1)Weil Pump L. Shower submittals. e0. an2M107 factory wrapped with corrosion resistant covering No.X TRU coat or Co.model 2428,submersible sewage ejector,pump rated to deliver 50 GPM at 1. Refer to schedule on drawings. pnff"SM ,,�� scotch kote. 15 feet TDH. Pumps to have stainless steel shafts and cast iron impellers. 0 2' 4' 8' 8 0 e R SEE DRAWING 2/P1.0 IN C1 PACKAGE FOR—\ CONTINUATION OF GAS LINE TO METER LOCATION • •_ ... _=W ? E 01 LU `I CWCi' Q� F3�4 - •,..j....:-•1'.•. -:..!...; .............................................................. 0 W N 1IX"GAS �•ytj-I•i t.._.._ (232 CFH) V I II ^Z U iI i i ................. ! 4"AREAWAY DRAIN a AD i ' j j ; PIPE TO FOUNDATION ! ' i .......................................................•..................................... i E I................................. DRAINAGE SYSTEM �j ----•--•--•-- ID I I ? ........................................................._-_.-... _......... - A I j 1 _ -� -• /q W Ts ......................................................................................... A GAS DOWN TO BELOW GRADE j i CW e7 I , i 3, Z 07 � ' I I © • I ! I . i • 4 1Y4 GAS DROP �q" ' (232 CFH) E (2)2'BV 'j NO j (2)Y?HW `i ' ~ N Z (?Y2 i ' REFER TO BASEMENT 2 CW ', �„ — FLOOR PLAN O ON THIS ! ! 2"W&T W Z ! ; y Q N DRAWING FOR I c ) --- — — -- cs)YZ Hw P� 2-w i Q 1"G 80 CFH ` J ! HVAC UNIT i I -- _-- _ 2"V ' m iIZ O Q ADDITIONAL SCOPE OF ...r ' ''^^ - FIYY , 1Y4 GAS DROP 3"S i V ! i 3"S-� 1 (232 CFH)I Y"CW I I i z 0 WORK i 2vS , i cw Yz"Hw ,' ao 0 U Cw- 2 '� J 1"G 80 CFH FDA �' ( ) 3'1N psssssss es q��-i (12)Yy"CVIt L CL w j i 4"RADON D }�• 4• -T- TO PEX ;' i V Q LU r' MANIFOLD 1" „ w Q j 4"RADON BELOW SLAB BY GC i I R2 j N Q h�Vu COORDINATE PEX PIPING TO NOT i i j 120 GALLON ELECTRIC 2" - - I,i HOT WATER EATER i RUN OVER ELECTRICAL PANEL ON CW -•-- .............................-..... ._ .............._..;.. j H HWH-1 �---"7'FM �- THIS WALL I • I - :............. HW PEX MANIFOLD - - - I ; i 1"HW VALVED DROP ; I EX SEWAGE EJECTOR i '• I ° "CW VALVED DROP ' i L • I 1 i I CW PEX MAINFOLD i i SEE DETAIL ! I j I i O i 3"S I 2„W ! I I • . t ! W ''^^ "1 = O N O I I Lo . o• N i . I i i ... I i 1"CW _, i " I X4 CW i N I I I I j , j!�................ N1 ._._._.._.....-...-----•--...--••-•---.....................------....... ................ . ..... -- , • ! I A/ LL • I r I I I , ................... �... I ! i S 1 CW DOMESTIC WATER SERVICE �- UP TO ABOVE GRADE BY SITE C� •• � ONTRACTOR �...... ................................................ FP SERVICE (SHOWN FOR COORDINATION ONLY) ............................................................... -------------------- .......................I i f i 1"CW DOMESTIC WATER SERVICE j 4" FP SERVICE ! & I j REFER TO CIVIL DRAWINGS-� CD FOR CONTINUATION • R.W.Sullivan Engineering 2 BASEMENT FLOOR PLAN W/ WALKOUT 2 FINISHED BASEMENT FLOOR PLAN I>f, ;,�"cem iM SdinA Carr.S7D Ifdtl SL S�207 x SCALE:1/4"=P-0' SCALE:1/4"=1'-0' ft*(617)5l3w RNSJOBI 160{6W 0 2' 4- 8' 0 0 e - R Z Z Im 01 E LU 10 V oc 0 su c 0 0 0 W ( 011 z U NEIA6e .................................. NOTE: ON UNITS W/WALKOUT BASEMENT, WALL HYDRANT SHALL BE LOCATED ON 2'V wm LEVEL BELOW,3'-S'ABOVE GRADEL co zv 4 1VFCW 7. X"CW .................................... 2'V 3"S S zv CL Yecw L —y2"CW .i _0 -I ,7- 2'W Z'W&T Y2'HW 2*W Y27CW 400 TYPICAL FOR 2 Y:i*cw 2mev --F Y2 'HW XFHW TYPICAL FOR 2 70% cw O CUGi 7 Cw .yyCw Y:�HW Ll P, 2'V- No -31 2BV VHW P z Y2-CW 2W 0 Y2"HW Y4!G(37 CFH) 0 IN 1-G(95 CFH) TO FIREPLACE )�-Cw WY27HW TO DISHWASHER ow v) PIPE 2"W FROM V) Z DISHWASHER TO SINK yFCW CV (95 CFH) Y27CW --------- 06 < TAILPIECE IY44'G 2W zVAV -j P-4 965 CFH) )S-HW Y4"G(37 CFH) II' cL b I-G(IOOCFH)- Yj*HW G G YZCW 3"S S o I&GAS(232 CFH) P-7 4 2"LW (13)Y2•CW 2"LW&V P-5 0 0 U II N y.cw yZCW ZHW YZHW ....... z LL. I-G(80 CFH) Y:�G(20 CFH) 0 )�"G(20 CFH) (9)YZHW y 4"RADON LL ri 44,�Z, 4"RADON-,,et -(2)2"V LU 4-j U Lii 3*S ---------------- CL < (2)ZV (2)ZV LU Yi"CW �p Cw 2-W P-8 ZVAT P-2-1 Y2 HW y.,WCINC- Y27CW Tzcw .11 YZHW zv 2'V Cw Cw Y27CW yecw Y2-CW Z`W&V 3*S P-1 E2: 2'W I................. _Ile 3* -1c 0 j. (2 IL 13 Y.2 Y. 2 L FT7-00—YZHW sew VHW 2-mv 31S 2 Qo(i Zmav ................... Y2-CW r VCw TYPICAL FOR 2 TYPICAL FOR 2 Lo -hie O o` I � Z L.L C14 CW DOMESTIC WATER METER-7\ 0 MINIMUM 12"AFF W/SHUTOFF VALVE ------------- ......... START OF PLUMBING WORK O DOMESTIC WATER SERVICE DOWN TO i ,L �� 1 0 wcW WH U SECOND FLOOR PLAN FIRST FLOOR PLAN SCALE:1/4"=1'-0' SCALE:1/4'=1'-0" R.W.Sullivan Engineering p WUMPE.ploma C*.Cm-&b1I Caft53%WSLSL02M D Boer p 4,1212061107 12 ftwolmaw MUM IOWA 0 2- 4. 8. z z W W O.O � C N VVV 4A ; Up ~~~ Q 2 6IO 0 W V _ �oW T og O ~ 0° m V V ^Z O U Q ---------- i -----------.--; -i: -- - ...... ,< ID -------. a. RtmPd r -- 0075 —-- —--,_-IN ATTIC SPACE---'—• ssl NO zV t N 04 r- �\\ i CL \�, , .... j - cz n �: Z 7'LV---*----- ----� - r I i LL 3"--a ...........•--.....: i Zo'_ \ 4"RADON \ \ a ��4'RADON VTR i U _ w 4"VTR----*Izv� — N Q Q L i W V 4" 2" T_IN PIPING RUN I \ i I IN ATTIC SPACE 27V — -- -----� r ——1-*—(2)2"V - � O Z _ LO 4 - O N _ Q O • LO Z � c� 0-1 o N CN O 4 N O o r � i i i i i i ROOF PLAN 1 • R.W.Sullivan Engineering 2 mesanscam.xmw+sLsr.zD ftweo�a► ae,m•„m o (61n w Iff"sims imam 0 2' 4- 8' 0 1/4'=I'-0' 8 0 e R FIELDWORK COMPLETED: November 1, 2018 Underground structures, if any exist, are not shown hereon, except as noted. The location of underground 37 improvements or encroachments ore not always known and often must be estimated. If underground FILED MA = improvements, easements, or encroachments exist and Subdivision Map of "Kingfield" F.M. No. 29210 are neither visible during normal field survey operations tiled August 30, 2018 Yard Yard nor described in instruments provided to this surveyor, a Drain Drain® Yard they may not be shown on this map and are not Subject Lot.35 = CRW � w Drain certified. w Fen ce Known as 4 Rose Lane AC U til. w/woof Shed m This property may be affected by instruments which Town of Rye Tax 10: Section 129.025 Block 1 Lot 1.125 ❑ v have not been provided to this surveyor. Users of this map should verify title with their attorney or a qualified title examiner. Only copies from the original of this survey,marked Legend m with the surveyors embossed seal are genuine, true o and correct copies of the surveyor's original work and AC- Air Conditioning Unit 36 � opinion. A copy of this document without a proper ©- Sewer Cleonout r application of the surveyor's embossed seal should be CRW_ Concrete Retaining Wall 1 c� assumed to be an unauthorized copy. ® Curb Stop Water Service .o c ®- Electric Box 0 1 ®- Electric Manhole a 1 » - Gas Valve 10 N30 00 2 E - Ligh t Pole c1` 85.061 o- Telecommunication Box • ®- Transformer Pad (3 Wood I � ape^ Fence ° o Porch O Wa ter Valve W - � w 1.� w/�oo -� W w w H drop t o`r 1 0 Y 0 O� Q m • � c LO6 y .0o p o 0o 3 •- a� m From e 6uil d In .,,� N 3 � g N cr 35out --ft. ...«. Area - 2 S .q3 II 0 1 ® a .� aD .� CO`l AC cn O a a To date no rtle Report or Abstract of Title has been oE W IE ce S 3 0 0 0 2 7 W ' s5.o5 Q NOV � 5 2018 ncel provided. This survey is subject to a current, up to 0, 1 Landing date rtle Report. ' a Landing VILLAGE OF RYE BROOK Property corner monuments were not placed as part of o a I BUILDING DEPARTMENT this survey. C!r �, to � ABuiltSurTh►s ma mo not be used ►n connect►on w►th a I S P y �.. "Survey Affidavit" or similar document, statement or o I c mechanism to obtain title insurance for any subsequent L 4 RoseLane or future grantees. . . . Unit 35 Unauthorized alteration or addition to a survey mop bearinga Licensed Land Surveyor's seal is a violation El 1:1 Open of Section ion 7209 sub-division 2 of the New York State CRW AC hetil. Porch �.191 for Education Law. w/Fence Shed W/Roof Sun According to NYS4PLS pol►cy adopted January 23, 1993, Common Area 4 Inc. the alteration of survey maps by anyone other than the original re arer is misleading, confusing and not in the ` fG�fe �'1 P P 9 9 general welfare and benefit of the public. Licensed Land Surveyors shall not alter survey maps, survey plans, or To wn o f Rye survey plats prepared by others. Westchester County, New York At %9 T E scalla 1' 20' Date`- Moven*w 8y 200 GRAPHIC PHI C SCALE L E ENGINEERING, SURVEYING 8c LANDSCAPE ARCHITECTURE, P.C. 0' 20' 40' JEFFRE Y B. D eROSA L S 3 Gorre t t P/ace Carmel, New York 105126W!%iiW _ _ _ -- Phone (845) 225-9690 • Fox (845) 225-�9717 A$. New York State License No. 050749 www.Insite-eng.comDOC Engineering, (IN FEET) 1622 7.200 C 2018 /nsito Surveyin9 d LandscaPa Architecture, P.C. All Rights Reserved. - Lot 35.dw 1 inch - 20 ft. Lot Mo s to � 9 Ia r CAIE taut tlrs,Cps ON III rf U1110a s WE \� 0"GaRUGIEo TO a M C 74 IC eR{ec 1 97� „KI N F1 V RM NT 1J!13!I7 Rrti IIIWn6'1110EApCttafl K 1 1 a .Q_UW__ -13Z'27 LAVElt{)EP M 4 ROSE LAN E - UNIT A ,1 _ ., USTER ;- 10.118 V11T; K �� 9• rtusr�V s,lo,l2 LAv�LK RYE BROOK N Y• WATER SUPPLY Q j1ts 'J CLUSTER 1:•-9 5i1 13 LA4EA9ET1 LANE STATIC?St; o PSi h0 �-t �� t _QUZ R 1--14,6 ADM LNF 1te e-4.s,7-T8!t -101`14 ROSE INS RriSID P5t: 40 P51 t �� 1 '� CL -2'4'b ROSE lAl� FI-OW: 1050 GPM J21 i 116 , fitF I GLUM X-34,7 RN LAK 1f9 U��slE>� 11i .0 T-IM810 ROSE W 114`¢" tT 1u N airM T-9.11,13 ROSE LA > 110 CLUM Y-2 U3,25 HONDSt,'trlU LANE LANE ---._..._..._---•--•---•--._....__._....f._.-h-•---..___...._..--------•! -• --- •-- -.- ._...... I �C0 X,- 9�_., 110 1u o RE ttrOt (�) 91113OE IF e 1 l 11� 111010, 97 A In 971 atl.VailLR�iY•-3,5,7 PRtv�SE W 1� \ i 10Rt s10 OODSCRn rr wate>.,, \. I 9oe w / 15 `.�\ � -8,10,12 PRIlEfm LANE it \ CLUSTER'tct('-11,13.15 PI5tdM LANE 1 .I 1 .I Po i♦ •� WX(of OM 212325 JAS1[8 NAME fit°" \ 1 �� tt -13.15.17 JIS1191 W. NFPA—'13O GENERAL NOTES = \! Tla taotDR xs aasu+ p '�,6 � n� c.�M 7.9,11,IAWNE LAIF (®RPS ! -_PF_ : AS T1F 931 IeaWA M •- 1Q SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) -%��: \ # I` ;\ �i n I+ 1tr WIN.cr I*aLaltTre ues st 1 � 1 1� LY!>STER 74S-2,4,6 JAB LANE S�(LS SYSTEM IS A HYDRAUICALLY CAL011A1ED WET SYSTEM i' / :1 1 � I l \ j PIPE11S t 1m % !U ctJs>�P w- ,3 Y, �� � � � so9, � n !a w .R�•-4,c,8 Yl1E.�Y(�(1RT OFFSET PIPING HAS BEEN SIZED USING A LIGHT HAZARD DENSTY OF.05 GPM OVER MOST REMOTE 4 SPRNCLERS !: NA/1�R_� -!` \\j I ,\\ I r9 +It , i \\' l �`_-_' \\I CL -3,9,7 MUM COURT OSTSCT tANGEn \ IN A COIIPARTMEHT USNG RESIDENTIAL SP'RMKM HEADS I �\\ ; C. MAXNW SPRINKLER HEAD SPACING-324 sq.ft. I VICOOYRUSSOROEM� i•, ` � WOOD SCREWr,e11111I� \ ,•I I ID' � V 9to � 16 SYSTENA DESIGN PER N.F.P.A.r30(2010 E nM) WOOD YRt135 OR 9eNN ��" /13 � IA[k 11Gt ETEaIG UOBi941RID � P 2 PIPE MATERIALS ALL PIPE AM MUGS ARE suzEMASTER CM Q��FESET HANGER DE TA HALF STRAP HANGER DETA/L 1 �4 14 3 CONTRACT INFORMATION At rs ~' K rs N o WM UNDER THIS CONTRACT OONS?STS 07 T}K FOLLOWNG. ' DESxN AND INSTALL A WORKING SPRINT R SYSTEM PER Kr.P.A.-130 2MO EDITION _DRAM STOPMIS INGLESS SH4AN 5E PRDNDF3t BY BE COO�ACCORDANCE 1REO THE ENTS 2003 PA-!N ' - - --�:-- - _ 1 0 . SITE PLAN �� VD I -ITATTtR00M5 LESS THAN SS SOFT SHALL BE a COMPIJANCE VAT"THE REtRA3EMENTS OF NFPA-:dD i f � ; I ALL BATHROOMS ARE aONCOM&lSlIB E SHEET ROCK"A 30 W THERIP BARR►ER t• -CLDSETS LESS THAN 24 SO.FT SHALL BE IN COMPLIANC PATH THE REQUIREMENTS OF NFPA-13D -- ----- -- _TI _ I 1 i; / f I 1k11!'CA7E 1mIlTE dRl Gt,Rs sa: 1 CLOSETS ARE CONSTRUCTED OF NONCOMBUSTIBLE SHEET ROCK WITH A 30 UN.THERMAL BARRIER i -ATTICS ARE NOT USED FOR STORAGE AND 00 NOT CONTAIN ANY Ftael FIND EQUIPMENT ! 00 - I j i t FIT "10 ! i F�NISHED Q ' NOTES TO THE OWNER "- - -- -- - - --- - - - ' PER NFPA i BA',tSEM t 1 6.9-MAINTENANCE 6.9.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRII�B(LER SYSTEM __ AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION. 6 92 SPRINKLER SYSTEMS SHALL BE INSPECTED.TESTED.AND MAINTAINED IN ACCORDANCE ? - - - -_ i_? +1• , ? ; ( ? ;! - WITH NFPA 25.STANDARD FOR THE INSPECTION.TESTING.AND MAINTENANCE OF -- WATER-BASED FIRE PROTECTION SYSTEMS. sosl , 1 ' ! —• / - - - — - �3 A6.9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE 17 -- - - i — IIr 9 OWNER OR MANAGER,WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION FOR FURTHER INFORMATION,SEE NFPA 25.STANDARD FOR THE INSPECTION.TESTING.AND MAINTENANCE OF WATER43ASED FIRE PROTECTION SYSTEMS -- 1 � 17 • ! i • ADDITIONALLY ..____ ._....._-_-•- -._._...._.._- __ .--•--_-- _-. ,•� ,I I c I v ! I� - -- _ - - -- - - --_~✓,� • .r i t 1)YOU MUST MAINTAIN SUFFICICNT HEAT THROUGHOUT THE PREMISES TO PREVENT THE WET SYSTEM FROM FREEZING - 2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN I _ _ _ o _ s a a,,, r„•I f __• - !�� o t• �l-- - - - ---- - j THE SYSTEM. 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, -i THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. ATER 0q(yA PERMIT# - - - ; _, BATH 6 M.,. lW TtSIAU 9M'ne'=0 attmtlatL 1001E TRW tsslw:A�Ti1O dal — ( Il1N -0'H�IP -- - --- A �► w Tcw,uc 1@t�tr aFoO,E IUD tac 1TD10RR tTslx rRalale IrII - - - ----- -_ - -.... 1 L1 _s— - FT AN .I n rr SB L#, '� Z 1 r ZS , tY1E ITAI�a1...R� Q,'tRFADOtN }� ,I i LIT AUG2O11 r�,& �111110 =1 a�nc 111 ft 001 M erDATEAPPROVsasExO elraat>iRr rIaTES txAl f�Ir A aowr IAt1PtR snrars - -- - _ ' l j _ _ _ _ _ ,,�-'— I I ',•I _ _-- _ -' r iLw waolt�saaTtrls-alOoaE Lsatx alaaaR Ass91m.Y>nH 9'1+W RWV U0.lS IW WBr01 A iltM VIM STRIDES M I I i i CL - ----- - - �. I I - -BUILDING INSPE T Village of Rye 6roo NY - - E F E U I LD � y �, r�11o0fi^ 'cOiHE ODEL10a ASSF1IKr 1sN I T safe aurRstr Yawls TNAi Oaaa1 A eaDrwe tAIIBI sleDEs / Goa � _ r; r L ts!'trtltt,G 1000.'Tttt SOTDIID erl�i!Wa£ow GtttmrF A rITDIgL igPls Sawa+ ..�r 1 STAIR { 1111A1 Ir WAR c moil 7Hf lit IE BW DPI[oil t RSER WNU Will o NaE FIFE Rer MW um FR MX&M t r TIST/bisAi W ' i - g Est Nova 370 ! - V UNEXCAVATED r - 7 SLAB ON GRADE a� VrI I C e�a 1 wale a>rltlawL TNTt D TwFea 9Ra or an 10 9XRY 9111111 RS I-_ + ! �. c t• r Nat r FIX SFIIVICI:II I SIPPIY tar 1Rcalm,c MD91t'iHr aaaE Dots Ter:colae0t aasEx - WK WE RW SIM I+oaa rlEM OW a I•lMft M IiYE r >is Raa1G race 7z,r tra�larL ILYE IaT wnlat A rlalt taMRBT sisO, - 4- 1 '1 NNEXCAVATED AUG�—..�T il���I�eaa�,all e _ _ > �, , l 2017 , t SLAB or'. 0 GRADE s� _ __ _ _ _ _ I - _- LAGE p -- _--_-f_ �y QRpp 7 ARI Y000>asOaLttyeF'odtalE tttEOE tltttaos 1ssDloLr 1Id I J'~ti SaeIFO,TACOLr txtis aw GtsArl A�TAtsta s� 6 ' !— � tiv.� A R TM E N BASEMENT FLOOR - ELEV =0'-C" , --- -- UNIT"C2" UNIT'A" UNIT"C>" ��y�ENS y� w G FLOOR ELEVATIONS y ,s BASEMENT TO FIRST FLR.4—s° BASEMENT FL DOR FIRE m¢ I "W SPR/NKI.FR SYSTEM RISER DETAIL FIRST FLR.TO SECOND FLR.= 1 C'-2k FIRE PROTECTION PLAN ` °7672% N.T.S. �ORFSSTONP SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION -- 1.All pipe locations are to be field measured prior t0 fabrication Whether or rloi indicated on the drawings,the following items are to be provided: DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN and installation by the sprinkler contractor. -Head C,abirtet.spare heads and head wrench per NFPA 13 SYMBOL DESCRIPTION MOOL DESCRIPTION 2.AD dimensions shown are:end to end -Provisions for flustIing connections and draining of all pipe RwRAl=REg;Ti�PW1 s jean£'RFts¢'aavo9aLALc»aro6v�rrl►esl�VOKK�r+IT•K1s glaOraR�stlePRO% PROJECT:INTERNATIONAL DEVELOPMENT M [use] gEypTp,�griflpOFg�L CON11i!ACTIY:0000 REVISIONS: DATE- ADDRES6:INTERNATIONAL DRIVE 3.High temperature heads are to be field installed where required. -Inspectoes test connection shall be provided for each system GENERAL REVISION 7/26/17 CITY:RYE BROOK STATE:NY ZIP:10573 4.All pipes and hangers are to be Installed per NFPA 13. -Hydraulic bent�c atiort E►+1 aEAT4MABIIfR{491 P0� R[ia�Fris�LUOc GOI�AiIDPBDBIIs �trtM�t.la36�cOiE SxORlutts plates&NFPA 13 required signs CLIENT:THE WARJAM GROUP PHONE:{914)761-2500 5.Grldded wet systems shall provide a relief valve per NFPA 13. Gros 20-0) a FATCMOFT01OFST R - CONSTRUC7101C WOOD LTD, - .• a a O 6.AN new piping is to be hydrostatically tested at not less than 200psi It is fhe bung owners responsibility to provide adequate heat for all areas in the ® MINIM,. asPymtfftREsu•�cbrruLtc�xrastOBYAu�¢elttiT,Pr.w{Mass ,stLeRAolt114 �ADDRESS:5 INTERNATIONAL DRIVE-SUITE for 2 hours,or at 50ps9 In excess of the maximum pressure, building protected by a wet type sprinkler system and for all water filed supply pipe,valves -7-e- COFOIEeW Ifl), OCCUPANCY:NFPA 130 CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIODLETDWN,CT 136457 when the maximum pressure to be maintained is in exoeas of 150psi. and system risers to d pffmVp 'I''"''F' 01` "�01e� �'�"�''a`` �10 '"A" Pt860-632.8053 f:860.632.8054 dry type systems. SYSTEM TYPE:WET 7.A quick opening device Is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air -.&/-G- FK�I�' DATE:0312712017 FIRE SPRINKLER CONTRACTOR CONTACT A 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically }IERHtE1 M%E WWW.MACKFI RE.0 O M IL 8.NFPA 13D apply as required. maintommg the required air pressure. Q FffftO'IET03PjiGS[RTIIM AHJ:PORT CHESTER DESIGNER:CNRIS JUDO PHONE:{8601 398.502 1wn °1 FR AUAMsUcel"IAGs TorALTIMBM-: TOTAL TMJOV. FIRE MARSHAL EMAIL:CHRIS@MACKFIRE.COM LICENSES: CT:F1-40291 MA:SC-120494 R1:000347 [A. KIN I D: V RM NT 4 ROSE LANE - UNIT A RYE B R O O K9 NY, f / - COMPOSITE DECKING WD.DECK OR -- Sf :' i�i✓i ii✓� BLU[STONE t ! _ PAVER f/ ( r• ! I - DINING c ROOF ABM l RLi OOM n A Q r96]-, I l orl 1 LL o �"1 KIT �+ i { LIVING n - _ ! o o Y { 18- ROOM m ✓ 2'COMM VALVE AND ALL UNDERGROUND PIPPING t' U o L � , ` o 0 0 .; o ,— , it a IS BY OTHERS. I �PROTECTION'S C�rTr?ACT HYDRAULIC DESIGN t PIItST t3,00R BEGINS AT 2"FIRE SERVICE WATER l6VE LEFT iNS(DE$ ✓ ' � i i - � •1`---- � I PJNDiG ROAM - I O ._ Q TI{E NT. J I I 1P flOAI iK I I o, _ 1 I HYDRAULIC DESIGN CRITERIA ✓ ' T ' � � •'� �4-s� Density OS I , /ti {• % I 9'- T Q. 2• SM 1�1 M OW Spacing VARIES i % f� {' •g_ C) ///'''or{D Flo X t7 4 Q.�� { p0 1H0 AE BMW I=(Or le") ' K Factor 4.9 ' !i gpo 80Z / Bait Q• !•� 2'CO11AKl 1014E 111N telJaf�TA1�t St♦DI a ' 1 I ` ' _ / 110E TVK am i Nose Allowance D ( �=- -- I / RDw ! Th s System to Olsctror a :l / / ! m CL I• CL ' r`f/ I r ttm aw SBaral twit..ur tv rs c?es,gnea g t ,•I CI 9 1 f f f f at a Rote of .05 GpA�per sq ft � / ;� ! � I i•-; � ettr�Ru of Floor Arec Over c Remote Area of I✓i✓i�i✓i i✓ ii i — 1 1 P NTRY -' , Q t• , t' - 2 Sprinklers when Supplied with Water o of the Rote of 34.7 GPM.of 42.2 PSI I of the R 06ciYtitE am I'I � �I �` � m ' �• f / � PEN { t• •40' ABOVE { j tP M eE { 1 SMW RAID i I Q 1 r 1' , S 1 n on LIE ewsew Rfm twr M)w -� f` FOYER w 2•ate+IIt1E 0 I�aat eM seat a � / •, s'-o' VK TYR 00 Rar 4so+jar M 9' r tillumm FIE s1II0 up laE® aro+rA1n Bnnaull ter t»xw000 - aaaer GARAGE , 0 IIEFFOGIID Rt MW tip LIE WM { , 40 IR K 0500 Roan(ar aeL%j TON � O X1111 z eier Murat KID a Rttr in 01081ef ` 00e + tea t tmL I - ? � 1 I ME ffia �Paw t R,enc UNIT"C2" UNIT"A" -- mow X°Fail > f - i "W 9=WIN sop a am F UNIT"Icy" - rL" ��wetLKtF R311/e ts>rc faun _ IN to o n=la'elm , 2'CONIRIX VALVE AND Alt UNDERGROUND PIPPING IS BY 011M. U0 FIRE PROTECTION'S CONTRACT BEGINS AT 2'FIRE SERMCE WATER LINE LDI PMF r,r�Caw.RiYC THE BASEMEWI. aowctzun�Ia swerael FIRST FLOOR FIRE _ /RE PRO TEC T/ON PLA N nF NEpy y�P��,�NF ho INSULA LION DETAIL FOR ALL SPRINIKLER — SCACE'114�-_�•,o'• C, IN ORA DJA CEN T TO UNHEATED SPACES m a w N.T.S. �OFEssto�*.. 1.All pipe locations are to be field measured prior to fabrication Whether or not indicated on the d SYMBOL LEGEND rawmg6•tfrC following items are 1D be provided SPRINKLER HEAD LEGEND JOB INFORMATION and installation by The sprnkler contractor. -Head Cabinet.spare heads and bead wrench SYMBOL DESCRIPTION SYMBOL _per NFPA 13 DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN 2.All dimensions shown are end to end -Provisions for flushing C0nnecGons and draining of al?pipe ; K I;R{FEA PO#A r Rfl►uO1s�{r tcor ,u�R3aExrsalaolte{{QK"I.rgp iuEc;tl�yxt{wt� PROJECT:KINGFIELD DEVELOPMENT - ---- --- - 3.High temperature heads are to be field installed where req,nred. -Inspector's test connection shall be provided for each system [naJ t=YAT:QNa9arYiaPOFsiEd REVISIONS: _ DATE 4.Ali pipes and hangers are to be installed NFPA 13. " - CONTRACTO:0000 - ADDRESS:INTERNATIONAL DRIVE tHl NEMIIntlAB01Eri19�fpDat GENERAL REVISION 7/26117 CITY:RYE BROOK STATE:NY ZIP00573 -Hydrautrc Kfenliflcaffon plates&NFPA 13 required signs — tI3t�E^s}s�Otr�t�ar�gol;�,tt�i�errs�taaeturl+r.•s•si• •�t•tr� CLIENT:THE WARJAM GROUP PHONE: 761•Z5O 5.G new we±systemsshellostaical reliefva�veperNFPAt3 tM ao-o) aiVAI1Ma`jW0F6rc�1 CONSTRUCTION; 6.AN new pip, is to be h r - - - . , o piping hydrostatically of t tested at,at less than ZfN)psi It is the building owners responsibility to provide adequate heat for all areas in the O � a tsu4BlEf!I+Jal R�`R'�ttipl_�(Ai1uS�rbYiSI�ERv!�{.{w; gpEl�51�t,Wr, LTD. for 2 hours.or at SOpsi in excess a the tmaximumledis pressure, build►ng protected by a wet type sprinkler system and for all water filled supply pipe.valves "�' CMFU7BGUVW Dwwse: OCCUPANCY:NFPA 13D ADDRESS:5 INTERNATIONAL DRIVE SUITE 114 _ when the maximum pressure to be rnabitavied is to excess of 15t?psl and system risers to dry type systems. /-¢ i�EtasEw �FFk�'17JrSi�SP016EfIC�+ItALS�EIPAUS4�Q&tllk�T.KiiL 0�3tit�t1>E CITY:RYE BROOK STATE:NY ZIP:10573 1.5 INDUSTRIAL PARK PLACE,NI)ODI.l:TOIiVN,CT CI6457 7.A 0 quick opening device w required when dry system volume exceed Air pressure shall be,Tlafifa6led on all dry type systems by an approved autorrlatic air -o-�-e- WzTuftDO► SVB IEM TYPE'WET 860.632-8053 F 860.632.8054 N 500 gallons per NFPA 13. compressor or plant air system specifica! approved for and DATE:03/2712017 - FIRE SPRINKLER CONTRACTOR CONTACt P' 8.NFPA f3D a �'� amble of automatically PPER6CRtP1E '-' ""' /'� apply as retluated. maintaining Uie required air pressure. 0 ] PaEsaoouEDoatr=tlGsa s PORT CHESTER DESIGNER:CHRIS JUDD PHONE:IS 348.5024 WWW.MACKFIRE.COM CL 001 FFEWXA1D1lXI!i%TrMS htALTlnsSW.EY:• TaTI1LTwo JOB: FIRE MARSHAL � E•MAIL:CHRISQMACKFIRE.COM LICENSES: CT:FI-40291 MA:SC-120494 RI:000347 KI N F1 D V RM NT 4 ROSE LANE - UNIT A RYE B R O O K9 N Ys HYDRAL'11C DESIGN CALC ARP.A Nx SECUA'I)FLOON BEDROOM 02 HYDRAULIC DESIGN 01 HYDRAULIC DESIGN CRITERIA D FL O SECY)N FLOOR MASTER HEMOOM Density Q5 Spacing VARIES ;HYDRAULIC DESIGN CRITERIA K Factor 4.4 ! HYDRAL.CAR DESIGN AREA 01 Hose Apowonce -" Density -05 SECOND MOOR This System is Designed to Discharge i Spacing VARIES i ���'°ROOM K Factor 4.9 HYDRAULIC DESIGN CRITERIA at a Rafe of .05 GPM per sq It ; F.AT ROOF BELOW of Floor Area Over a Remote Area of ; Hose Allowance 2 Sprinklers when Supplied with Water .05 at the Rate of 32.2 GPM at 43.8 PSI This System Designed to Discharge Density at the FP 1115OgACE t:L'OE�' at c Rate of(�Qrz GPM per sq it SpacingSpacingVARIFU ES / of Floor Area Over c Remote Area of / K Factor 4.4.4.9 2 Sprinklers H when Supplied with Water at the Rote of 26.3 GPM at 36.3 PSI Hose Agcsance at the 1D!»IM T This System is Designed to Discharge FLAT ROOF BELOW F',.A1 ROOF BELOW of a Rate of 05 GPM per sq P _^ I of Floor Areo Over a Remote Area of r 2 Sprinklers u+{en Supplied with Water 71 at the Rate of 28.1 GPM at 39.8 PSI at the FP dSgUJIfE NOES' ��o I LINE OF 1YA! I i c I I• BELOW o 1 / 57 ' 1 , / I/ MASTER 4e'• { {.. BATH 1%,� O I ! ! I ! MASTER I / BEDROOM HYDRAULIC DESIGN O CALC AREA Ae, ,i 18 I+Sl! R H HALLWAY L SE , 9-0• a/ / / ZA / WALK-IN ,_ HYDRAULIC DESIGN CRITERIA ' f r � - � / 4i4D„ CL Density *cino VARIES K Factor 4.9 t - �•w f I DEN i oo Hose Allowance - oo t• --; �• i HALL PTION s'"a• / / This System is Designed to Discharge t II ' s-L" Si("LlGpti I / / �� i at a Rate of .05 GPM per sq It / of Floor Area Ova a Remote Arco of i t f / 1 2 Spriniers when Supplied with Water y j p✓A I b I :{ oo at the Rate of 34.4 CPA!at 45.1 PSI ; + l I i / / at the fF olSgf a NOE'S . .. I / LAUNDRY / ° S I l LINEN a TAIR t •I+ / f ' n / ns F I • _ ,� � � / I FLAT ROOF / / / !� 9,-0• ! n � 1O I , + ° ° r BELOW IV iTL o ell•°'.�{ t, � 1 ° .o• oo 3-0r C /. J -1 f ' t Fi 401 i i I r-t• 10 I L + ; .I Ioo / ,� ta' __ •IN of BEDROOM#2 ° BEDRWOM#3 a LOw s'-o• # % 3 � I 1 t ' I { / 1 oo 1 , A(l SIDcVYAtI SPRIHI(E ON i!�SECOND FLOOR SNAIL BE LOCATED AT V-7"BriOW THE CQUNG DINT I= SECOND FLOOR F/RE F/RE PROTECT/ON PLAN SCALE.-1/Q"=IV" 'or�Ew Y �P,C�G�uGEAILr 0,9 • � C'W •r' � w 2 4 0 �Fo a78T2� yr p`FESSnO�* SYMBOL LEGEND SPRINK:.ER MEAD LEGEND JOB VELOINrORNATION 1.Al pipe locations are to be yield measured prior to fabrication Whether or not indicated On the drawings,tlne fdiowing items are to be provided: SYMBOL DES. SYMBOL DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN DESCRIPTION _ PROJECT.KINGFIELD DEVELOPMENT and installation by the sprinklercontrador. -Head Cabinet.spare heads and head wrench per NFPA 13 , °pB* n I16ck5e•NESOENIIILo�IcFAIfOPt['17SOGFRY71�i,l:aS�ESS>t1TRA1tK _REVISIONe:_ DATE: ADDRESS:INTERNATIONAL DRIVE 2.All dimensions shown are:end to and -Pravisions for flushing connections and draining of all pipe (n-] t� a�� y CONTRACT#:0000 GENERAL REVISION 7/26117 CITY:RYE BROOK STATEMY ZIP:10373 = 3.High temperature heads are to be field fnstaoed where required. Inspectors test connection shall be provided for each system 1") R-l%TONAMP?aa m RBVdi:'Gib6 a{ICJ(AESPD6cLbtSEkEDK�Yf'.�ER yttcf.lta5.gaoot>kx�Sx oluun _ CLIENT:THE WARJAIN GROUP PHONE:(9141 761.250 R _ O 4.Al pipes and hangers are to be Installed per NFPA 13. -Hydrauk identification plates 8 NFPA 13 required signs k•os zo-ol ELw l CDN>lTRUCTION:WOOD LTD.�TKN0FT0P0F$ 114j Y -s 5.Gridded wet systems shall provide a relief valve per NFPA 13. ® NCII Ca oT a r+ sta�su•RaaBfroexaaarrxsoera:sa u5t>71�t.u.�.�rsec';>IE s�tiwlml ADDRESS:R INTERNATIONAL DRIVE SURE _ 6.All new piping is to be hydrostatically tested at not less than 200psi It is the buildingowners responsibility owne responsibility to provide adequate heat for all areas in the �•• ,� � _ OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:t 0573 15 INDUSTRIAL PARK PLACE,MIbOLECOWN,CT Q6457 for 2 hours,or at 50psi In excess of the maximum pressure, building protected by a wet type sprinkler system and for all water filled supply pipe.valves � t Rauatrrtr;ea'c ICRi I�I2arrus7u us+roaal�><TRr.xrs5.�coaH;REEs+.rR� _ SYSTEM TYPE:WET when the maximum pressure to be maintained is In excess of 150pst and system risers to dry type systems. P:860.632.8�53 f:860.632.80 a 7.A quick opening device is required when dry system voharle exceeds Air pressure shall be maintskted on all dry type systems by an approved automatic air /� PPEtuatbt>� GATE:03/27/2D 17 FIRE SPRINKLER CONTRACTOR CONTACT WWWAACKFIREXOM 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically ! ' ' _ DESIGNER:CHRIS JU00 PHONE:t8601 398.502 8.NFPA gallons apply as required. maintatnirg the required air pressure. f D WEaxv.'E.wpj"&ram , AHJ:PORT MARSHAL E-MAIL:CHRIS@MACKFIRE.COM LICENSES: CT:F 1.40291 MA:SC•1 ZQ494 RI:000347 I w� os FIFE wtANDLOE'.CWTAGs TavuTwsSHccr:• Tina IWS Joe:• FIRE MARSHAL